Transit Analysis 

 

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1

Information on Ridership

As currently projected, the proposed HST program would have approximately 25,000 daily

boardings at the Transit Center. Using the most-recent estimates of arrival and departure

characteristics of the HST passengers (see the October 16, 2009 letter from Dominic Spaethling

at CHSRA to Bradford Townsend at TJPA, referred to as “2009 Letter”), information obtained

from CHSRA and other sources, the following weekday PM peak hour travel demand by mode

was estimated.

The 2009 Business Plan estimated that HST weekday daily boardings at the Transit Center are

expected to be 20,600 for inter-regional trips and 4,400 for local trips, and 12% of the interregional trips and 17% of local trips are expected to occur during the peak hour, with the

strongest directional demand (20% more riders) occurring for outbound local trips during the PM

peak hour. These factors are summarized in Table 1 and used to calculate the boardings

expected during the PM peak hour at the Transit Center.

Table 1

Summary of PM Peak Hour Boarding Calculations

Origin/Destination Market

Daily

Boardings

Peak Hour

as Percent of

Daily

PM Peak

Southbound

Peaking Factor

PM Peak

Boardings

Inter-Regional 20,600 12% 1.0 2,472

Local 4,400 17% 1.2 898

 Total 25,000 3,370

Based on data presented in the 2009 Letter, the PM peak hour alightings are expected to be

approximately 53% of the PM peak hour boardings, which correspond to 1,780 PM peak hour

alightings.

The 2009 Letter also included the latest estimates of mode of travel (e.g., by private vehicles,

transit, walk, etc.) for HST passengers at the Transit Center. However, this data does not fully

account for the unique travel characteristics in downtown San Francisco and the currentlyproposed program at the Transit Center (for instance, no rental car facilities or dedicated parking

facilities are proposed). As such, modifications to the values were applied. The resulting

estimates of the modal distribution are presented in Table 2.

Table 2

Summary of HST Passenger Mode of Travel

Source

Pick-up

or

Drop-off

Drive and

Parked Own

Vehicle

Rental

Car Taxi

Transit

or

Shuttle

Bike

and

Walk Total

Original CHSRA

Estimates 13% 14% 7% 9% 27% 30% 100%

Revised

Estimates 13% 12% 0% 10% 33% 32% 100%
2

For these revised estimates, the following modifications to the original CHSRA estimates were

made:

x The percentage of passengers who would drive and park own vehicle was reduced to account

for the limited off-street parking available within the vicinity of the Transit Center. With the

elimination of the public and private facilities on the site with the development of the

Transbay Program, parking occupancy in the study area is projected to be close to 100% of

capacity. This lack of availability, which would lead to a corresponding increase in parking

costs, would force HST riders to divert to other modes, such as transit or walk/bike.

x Since no rental car facilities are proposed in the Transit Center and there are no nearby rental

car offices, all HST passengers wishing to rent a vehicle would need to either take a taxi or

transit (or a rental car shuttle) to and from the Transit Center.

For the HST passengers who would take transit or a shuttle, an assignment to the various transit

operators was made based on the current and future transit ridership and capacity data in

downtown San Francisco and taking into consideration of the likely origin and destination HST

passengers in San Francisco and the region. The following presents the estimated distribution of

transit riders (rounded to the nearest 5%):

x Muni buses that serve the Transit Center = 30%

x Muni Metro light rail (via the Market Street subway) or buses that do not serve the Transit

Center = 30%

x BART to East Bay = 10%

x AC Transit = 10%

x Golden Gate Transit = 5%

x Other shuttles and transit = 20%

Table 3 presents the overall assignment of boarding and alighting HSR passengers at the Transit

Center, in terms of primary mode of travel to and from the terminal.

Table 4 presents the actual mode of ingress and egress for HSR passengers at the Transit Center

(i.e., vehicle, transit, walk and bike). Since all parking spaces would be located outside the

terminal and some transit providers would not directly serve the Transit Center (such as BART,

some Muni bus lines, and all Muni Metro light rail lines), these trips were assigned as walk trips

to and from the Transit Center. Similarly, all drop-off and pick-up activities and taxis were

assigned as vehicle trips to and from the Transit Center.
3

Table 3

Summary of PM Peak Boardings and Alightings by Mode

Pick-up or

Drop-off

Drive &

Parked

Vehicle Taxi Transit or Shuttle Walk or Bike Total

Overall Mode

Splits 13% 12% 10% 33% 32% 100%

Pick-up or

Drop-off

Drive &

Parked

Vehicle Taxi Muni

AC

Transit BART GGT

Shuttles &

Other Walk Bike

Boardings 438 404 337 337 101 101 34 202 404 34 3,370

Alightings 231 214 178 178 53 53 18 107 214 18 1,780

Total 670 618 515 515 154 154 52 309 618 52 5,150

Table 4

PM Peak HST Passengers by Mode of Access at Transit Center

Vehicle

(Taxi and Pickup/Drop-off)

Transit

(AC Transit, GGT, Muni

and Shuttle at Terminal)

Walk

(Primary mode, Walk to

Transit, Walk to Parking) Bike Total

Mode of

Access

23% 33% 43% 1% 100%

Boardings 775 1,112 1,449 34 3,370

Alightings 409 587 766 18 1,780

Total 1,184 1,699 2,215 52 5,150

Vehicular Traffic Analysis 

 

Analysis Methodology

The operation of intersections can be analyzed using the level of service (LOS) methodology, a

qualitative description of the performance of an intersection based on the average delay per vehicle.

Intersection LOS ranges from LOS A, which indicates free flow or excellent conditions with short

delays, to LOS F, which indicates congested or overloaded conditions with extremely long delays.

LOS definitions for signalized intersections are described in Table 1. In San Francisco, LOS A

through LOS D are considered excellent to satisfactory service levels, and LOS E and LOS F

represent unacceptable service levels.

Table 1: Intersection Level of Service Definitions

LOS Description Total Delay

(seconds/vehicle)

A Little or no delay < 10.0

B Short traffic delay > 10.0 and < 20.0

C Average traffic delay > 20.0 and < 35.0

D Long traffic delay > 35.0 and < 55.0

E Very long traffic delay > 55.0 and < 80.0

F Extreme traffic delay > 80.0

Source: Highway Capacity Manual, Transportation Research Board, 2000.

It should be noted that delay for intersections operating at LOS F is typically reported as “greater than

80.0 seconds,” as 80.0 seconds is generally considered the limit of the meaningful range for the

analysis methodology. However, since a substantial percentage of the analysis locations are

projected to operate at LOS F under future-year scenarios, the actual seconds of delays are reported

in order to facilitate comparison between scenarios. As such, changes in delays should only be

considered at an order-of-magnitude basis.

The 27 study intersections were evaluated using the 2000 Highway Capacity Manual (HCM)

methodology(1). For signalized intersections, this methodology determines the capacity of each lane

group approaching the intersection. The LOS is then based on average delay (in seconds per

vehicle) for the various movements within the intersection. A combined weighted average delay and

LOS are presented for the intersection. As required by the City and County of San Francisco, LOS is

calculated using Dowling Associates’ Traffix 8.0 software package.

(1) As part of the HCM methodology, adjustments are typically made to the capacity of each intersection to

account for various factors that reduce the ability of the streets to accommodate vehicles (such as the

downtown nature of the area, number of pedestrians, bus stops, vehicle types, lane widths, grades, onstreet parking and queues).
2030 plus Project and Public Realm Plan Conditions

2030 plus Project and Public Realm Plan Conditions assume the rezoning of the Transit Center

District soft sites and the roadway improvements proposed under the Public Realm Plan. Those

proposed roadway improvements include the following elements:

x Provision of transit-only lanes on the following corridors:

o Fremont Street between the Transbay Transit Center bus plaza and Mission Street;

and,

o Beale Street between Market Street and the Transbay Transit Center bus plaza;

x Strict enforcement of transit-only lanes on Mission street between Main Street and Third

Street (although these lanes are currently present, they are not fully enforced and are used

by regular traffic);

x Restriction of private vehicle access on Mission Street between Fremont Street and First

Street;

x Establishment of two-way traffic and traffic lane reduction on the following currently one-way

facilities:

o Howard Street between Fremont Street and Second Street;

o Folsom Street between Main Street and Second Street;

o Spear Street between Market Street and Harrison Street; and,

o Main Street between Market Street and Folsom Street

x Provision of median islands and center turn-lanes, resulting in a one lane reduction in each

direction, on Second Street between Market Street and Folsom Street;

x Provision of extra-wide sidewalks, resulting in a one lane reduction, on the following

corridors:

o West side of Main Street between Market Street and Harrison Street;

o West side of Spear Street between Market Street and Harrison Street;

o East side of Beale Street between Market Street and Harrison Street; and,

o West side of Fremont Street between Market Street and Mission Street.

x Provision of improved and wider sidewalks along both sides of major corridors within the

project area; and,

x Provision of intersection bulb-outs at most locations within the project area.
Project Contributions- 2030 plus Project

Source: AECOM, 2010.

Notes:

Movements that are impacted by the Project are shown in bold.

Intersection Mvmt

Project

Contrib. to

Movement

Mvmt Share

of

Intersection

1 First/Market SBT 6.8% 45.3%

EBR 2.7% 10.3%

2 Fremont/Market NBT 2.8% 53.6%

NBR 1.2% 12.0%

4 First/Mission

SBT 0.9% 67.5%

SBR 16.0% 19.8%

WBT 100.0% 0.9%

5 Fremont/Mission

NBL 100.0% 0.9%

NBT 2.7% 71.1%

NBR 4.6% 23.4%

6 Beale/Mission SBT 0.2% 62.6%

EBT 8.0% 11.6%

7 Main/Mission EBT 7.5% 16.8%

8 Second/Howard

WBL 9.3% 12.0%

WBT 4.7% 46.0%

WBR 3.0% 3.0%

9 First/ Howard SBT 3.1% 22.7%

SBR 14.8% 24.7%

10 Fremont/Howard NBT 18.1% 33.1%

WBR 7.6% 3.6%

11 Beale/Howard WBT 1.5% 18.3%

12 Main/Howard NBL 3.3% 3.6%

WBT 1.5% 18.2%

14 Second/Folsom

WBR 33.7% 4.9%

SBL 3.5% 6.1%

SBT 5.1% 25.5%

EBT 8.1% 33.1%

15 First/Folsom

SBL 1.7% 9.9%

SBT 3.4% 30.7%

EBT 24.5% 25.4%

16 Fremont/Folsom

NBT 8.6% 1.6%

EBL 46.4% 18.1%

EBT 0.6% 23.1%

17 Beale/Folsom EBT 0.4% 33.0%

18 Main/Folsom

NBT 0.6% 7.0%

EBT 0.1% 39.4%

EBR 0.3% 13.8%

19 Spear/Folsom EBT 0.1% 34.3%

20 The Embarcadero/Folsom EBR 0.3% 7.8%

21 Second/Harrison

NBT 13.2% 13.2%

SBT 3.7% 14.6%

SBR 6.3% 13.0%

EBT 0.4% 6.0%

22 First/Harrison

SBL 8.7% 0.7%

SBT 2.0% 43.4%

EBT 1.5% 1.9%

23 Fremont/Harrison EBL 37.5% 0.5%

24 Main/Harrison NBT 0.3% 15.8%

26 Second/Bryant

NBT 4.7% 21.6%

SBT 3.3% 21.3%

EBT 4.6% 26.1%
2030 Project w/ Trans Imp PFri Apr 2, 2010 12:47:02 Page 5-1

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--------------------------------------------------------------------------------

 Level Of Service Computation Report

 2000 HCM Operations Method (Base Volume Alternative)

********************************************************************************

Intersection #1 First / Market / Battery / Bush

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 1.131

Loss Time (sec): 13 Average Delay (sec/veh): 95.8

Optimal Cycle: 180 Level Of Service: F

********************************************************************************

Street Name: First / Battery / Bush Market

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Split Phase Split Phase Permitted Permitted

Rights: Include Include Include Include

Min. Green: 0 0 0 18 18 18 0 29 29 29 29 0

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 0 0 0 0 0 1 0 2 0 2 0 0 1 0 1 0 1 1 0 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 0 0 0 113 1075 262 0 403 254 3 349 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 0 0 0 113 1075 262 0 403 254 3 349 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 0 0 0 115 1097 267 0 411 259 3 356 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 0 0 0 115 1097 267 0 411 259 3 356 0

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 0 0 0 115 1097 267 0 411 259 3 356 0

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 1.00 1.00 1.00 0.64 0.71 0.56 1.00 0.73 0.28 0.73 0.73 1.00

Lanes: 0.00 0.00 0.00 1.00 2.00 2.00 0.00 1.00 1.00 0.02 1.98 0.00

Final Sat.: 0 0 0 1211 2706 2131 0 1384 540 24 2768 0

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.10 0.41 0.13 0.00 0.30 0.48 0.13 0.13 0.00

Crit Moves:   ** **

Green/Cycle: 0.00 0.00 0.00 0.30 0.30 0.30 0.00 0.48 0.48 0.48 0.48 0.00

Volume/Cap: 0.00 0.00 0.00 0.32 1.35 0.42 0.00 0.61 0.99 0.27 0.27 0.00

Uniform Del: 0.0 0.0 0.0 16.2 21.0 16.8 0.0 11.4 15.4 9.2 9.2 0.0

IncremntDel: 0.0 0.0 0.0 2.3 166 2.0 0.0 4.2 54.1 0.5 0.5 0.0

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 0.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00

Delay/Veh: 0.0 0.0 0.0 18.5 187 18.8 0.0 15.6 69.6 9.7 9.7 0.0

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 0.0 0.0 0.0 18.5 187 18.8 0.0 15.6 69.6 9.7 9.7 0.0

LOS by Move: A A A B F B A B E A A A

HCM2kAvgQ: 0 0 0 2 32 3 0 7 10 2 2 0

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--------------------------------------------------------------------------------

--------------------------------------------------------------------------------

 Level Of Service Computation Report

 2000 HCM Operations Method (Base Volume Alternative)

********************************************************************************

Intersection #2 Fremont / Market / Front

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 1.261

Loss Time (sec): 11 Average Delay (sec/veh): 250.7

Optimal Cycle: 180 Level Of Service: F

********************************************************************************

Street Name: Fremont / Front Market

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Split Phase Split Phase Permitted Permitted

Rights: Include Include Include Include

Min. Green: 27 27 27 0 0 0 22 22 0 0 22 22

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 0 1 0 1 0 0 0 0 0 0 0 1 1 0 0 0 0 1 1 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 63 1410 321 0 0 0 7 540 0 0 304 15

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 63 1410 321 0 0 0 7 540 0 0 304 15

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 64 1439 328 0 0 0 7 551 0 0 310 15

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 64 1439 328 0 0 0 7 551 0 0 310 15

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 64 1439 328 0 0 0 7 551 0 0 310 15

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 0.75 0.60 0.60 1.00 1.00 1.00 0.77 0.62 1.00 1.00 0.62 0.62

Lanes: 0.06 1.58 0.36 0.00 0.00 0.00 0.02 1.98 0.00 0.00 1.91 0.09

Final Sat.: 81 1815 413 0 0 0 30 2327 0 0 2248 111

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.79 0.79 0.79 0.00 0.00 0.00 0.24 0.24 0.00 0.00 0.14 0.14

Crit Moves:   ** **

Green/Cycle: 0.45 0.45 0.45 0.00 0.00 0.00 0.37 0.37 0.00 0.00 0.37 0.37

Volume/Cap: 1.76 1.76 1.76 0.00 0.00 0.00 0.65 0.65 0.00 0.00 0.38 0.38

Uniform Del: 16.5 16.5 16.5 0.0 0.0 0.0 15.8 15.8 0.0 0.0 14.0 14.0

IncremntDel:346.6 347 346.6 0.0 0.0 0.0 3.7 3.7 0.0 0.0 1.3 1.3

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 1.00 1.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00

Delay/Veh: 363.1 363 363.1 0.0 0.0 0.0 19.5 19.5 0.0 0.0 15.2 15.2

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 363.1 363 363.1 0.0 0.0 0.0 19.5 19.5 0.0 0.0 15.2 15.2

LOS by Move: F F F A A A B B A A B B

HCM2kAvgQ: 87 70 70 0 0 0 6 5 0 0 3 3

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--------------------------------------------------------------------------------

--------------------------------------------------------------------------------

 Level Of Service Computation Report

 2000 HCM Operations Method (Base Volume Alternative)

********************************************************************************

Intersection #3 Second / Mission

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 0.885

Loss Time (sec): 8 Average Delay (sec/veh): 27.6

Optimal Cycle: 74 Level Of Service: C

********************************************************************************

Street Name: Second Mission

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Permitted Permitted Permitted Permitted

Rights: Include Include Include Include

Min. Green: 21 21 21 21 21 21 31 31 31 31 31 31

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 1 0 1 0 1 1 0 1 0 1 0 1 0 1 0 0 1 0 1 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 173 308 128 21 293 60 1 125 540 4 371 125

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 173 308 128 21 293 60 1 125 540 4 371 125

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 177 314 131 21 299 61 1 128 551 4 379 128

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 177 314 131 21 299 61 1 128 551 4 379 128

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 177 314 131 21 299 61 1 128 551 4 379 128

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 0.29 0.62 0.52 0.22 0.49 0.41 0.66 0.43 0.66 0.72 0.48 0.72

Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 0.01 0.99 1.00 0.01 1.63 0.36

Final Sat.: 550 1173 997 416 922 783 7 817 1245 16 1475 497

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.32 0.27 0.13 0.05 0.32 0.08 0.16 0.16 0.44 0.26 0.26 0.26

Crit Moves:   ** **

Green/Cycle: 0.35 0.35 0.35 0.35 0.35 0.35 0.52 0.52 0.52 0.52 0.52 0.52

Volume/Cap: 0.92 0.77 0.37 0.15 0.93 0.22 0.30 0.30 0.86 0.50 0.50 0.50

Uniform Del: 18.7 17.3 14.6 13.4 18.8 13.7 8.3 8.3 12.6 9.4 9.4 9.4

IncremntDel: 46.1 12.8 3.1 2.1 34.5 1.9 0.3 0.3 11.5 1.7 1.7 1.7

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Delay/Veh: 64.8 30.1 17.6 15.5 53.3 15.6 8.7 8.7 24.1 11.1 11.1 11.1

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 64.8 30.1 17.6 15.5 53.3 15.6 8.7 8.7 24.1 11.1 11.1 11.1

LOS by Move: E C B B D B A A C B B B

HCM2kAvgQ: 7 7 2 0 10 1 2 1 9 5 4 5

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--------------------------------------------------------------------------------

 Level Of Service Computation Report

 2000 HCM Operations Method (Base Volume Alternative)

********************************************************************************

Intersection #4 First / Mission

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 1.468

Loss Time (sec): 8 Average Delay (sec/veh): 297.3

Optimal Cycle: 180 Level Of Service: F

********************************************************************************

Street Name: First Mission

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Split Phase Split Phase Permitted Permitted

Rights: Include Include Include Include

Min. Green: 0 0 0 23 23 23 0 29 29 29 29 0

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 0 0 0 0 0 0 0 2 1 0 0 0 0 0 1 0 0 1 0 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 0 0 0 0 1536 382 0 0 269 0 0 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 0 0 0 0 1536 382 0 0 269 0 0 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 0 0 0 0 1567 390 0 0 274 0 0 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 0 0 0 0 1567 390 0 0 274 0 0 0

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 0 0 0 0 1567 390 0 0 274 0 0 0

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 1.00 1.00 1.00 0.70 0.54 0.54 1.00 0.66 0.23 1.00 0.66 1.00

Lanes: 0.00 0.00 0.00 0.00 2.40 0.60 0.00 0.00 1.00 0.00 0.00 0.00

Final Sat.: 0 0 0 0 2488 619 0 0 428 0 0 0

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.00 0.63 0.63 0.00 0.00 0.64 0.00 0.00 0.00

Crit Moves:   ** **

Green/Cycle: 0.00 0.00 0.00 0.00 0.38 0.38 0.00 0.00 0.48 0.00 0.00 0.00

Volume/Cap: 0.00 0.00 0.00 0.00 1.64 1.64 0.00 0.00 1.33 0.00 0.00 0.00

Uniform Del: 0.0 0.0 0.0 0.0 18.5 18.5 0.0 0.0 15.5 0.0 0.0 0.0

IncremntDel: 0.0 0.0 0.0 0.0 293 293.4 0.0 0.0 177.2 0.0 0.0 0.0

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 0.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00

Delay/Veh: 0.0 0.0 0.0 0.0 312 311.9 0.0 0.0 192.7 0.0 0.0 0.0

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 0.0 0.0 0.0 0.0 312 311.9 0.0 0.0 192.7 0.0 0.0 0.0

LOS by Move: A A A A F F A A F A A A

HCM2kAvgQ: 0 0 0 0 49 49 0 0 16 0 0 0

 Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to DMJM HARRIS, OAKLAND, CA
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 Level Of Service Computation Report

 2000 HCM Operations Method (Base Volume Alternative)

********************************************************************************

Intersection #5 Fremont / Mission

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 1.478

Loss Time (sec): 8 Average Delay (sec/veh): 209.6

Optimal Cycle: 180 Level Of Service: F

********************************************************************************

Street Name: Fremont Mission

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Split Phase Split Phase Permitted Permitted

Rights: Include Include Include Include

Min. Green: 33 33 33 0 0 0 19 19 0 0 19 19

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 0 1 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 0 1536 495 0 0 0 0 0 0 0 0 103

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 0 1536 495 0 0 0 0 0 0 0 0 103

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 0 1567 505 0 0 0 0 0 0 0 0 105

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 0 1567 505 0 0 0 0 0 0 0 0 105

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 0 1567 505 0 0 0 0 0 0 0 0 105

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 0.50 0.63 0.22 1.00 1.00 1.00 1.00 0.66 1.00 1.00 0.66 0.74

Lanes: 0.00 2.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00

Final Sat.: 0 2388 419 0 0 0 0 0 0 0 0 1408

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.00 0.66 1.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.07

Crit Moves:   ** **

Green/Cycle: 0.55 0.55 0.55 0.00 0.00 0.00 0.32 0.32 0.00 0.00 0.32 0.32

Volume/Cap: 0.00 1.19 2.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.23

Uniform Del: 0.0 13.5 13.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 15.0

IncremntDel: 0.0 94.8 550.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.2

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 0.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00

Delay/Veh: 0.0 108 564.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 16.2

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 0.0 108 564.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 16.2

LOS by Move: A F F A A A A A A A A B

HCM2kAvgQ: 0 35 45 0 0 0 0 0 0 0 0 2

 Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to DMJM HARRIS, OAKLAND, CA

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--------------------------------------------------------------------------------

 Level Of Service Computation Report

 2000 HCM Operations Method (Base Volume Alternative)

********************************************************************************

Intersection #6 Beale / Mission

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 0.987

Loss Time (sec): 8 Average Delay (sec/veh): 178.3

Optimal Cycle: 119 Level Of Service: F

********************************************************************************

Street Name: Beale Mission

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Split Phase Split Phase Permitted Permitted

Rights: Include Include Include Include

Min. Green: 0 0 0 21 21 21 0 31 31 31 31 0

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 0 0 0 0 0 0 1 1 0 1 0 0 1 0 1 1 0 1 0 1

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 0 0 0 60 1610 19 0 275 258 281 48 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 0 0 0 60 1610 19 0 275 258 281 48 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 0 0 0 61 1643 19 0 281 263 287 49 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 0 0 0 61 1643 19 0 281 263 287 49 0

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 0 0 0 61 1643 19 0 281 263 287 49 0

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 1.00 1.00 1.00 0.83 0.83 0.75 1.00 0.57 0.73 0.48 0.57 1.00

Lanes: 0.00 0.00 0.00 0.07 1.93 1.00 0.00 1.00 1.00 1.00 1.00 1.00

Final Sat.: 0 0 0 114 3054 1424 0 1074 1384 903 1074 1900

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.54 0.54 0.01 0.00 0.26 0.19 0.32 0.05 0.00

Crit Moves:   ** **

Green/Cycle: 0.00 0.00 0.00 0.35 0.35 0.35 0.00 0.52 0.52 0.52 0.52 0.00

Volume/Cap: 0.00 0.00 0.00 1.54 1.54 0.04 0.00 0.51 0.37 0.61 0.09 0.00

Uniform Del: 0.0 0.0 0.0 19.5 19.5 12.8 0.0 9.5 8.7 10.3 7.3 0.0

IncremntDel: 0.0 0.0 0.0 246.1 246 0.1 0.0 3.3 1.5 5.9 0.3 0.0

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 0.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00

Delay/Veh: 0.0 0.0 0.0 265.6 266 13.0 0.0 12.8 10.1 16.2 7.7 0.0

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 0.0 0.0 0.0 265.6 266 13.0 0.0 12.8 10.1 16.2 7.7 0.0

LOS by Move: A A A F F B A B B B A A

HCM2kAvgQ: 0 0 0 57 57 0 0 4 3 5 1 0

 Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to DMJM HARRIS, OAKLAND, CA
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--------------------------------------------------------------------------------

 Level Of Service Computation Report

 2000 HCM Operations Method (Base Volume Alternative)

********************************************************************************

Intersection #7 Main / Mission

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 1.879

Loss Time (sec): 8 Average Delay (sec/veh): 104.2

Optimal Cycle: 180 Level Of Service: F

********************************************************************************

Street Name: Main Mission

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Split Phase Split Phase Permit+Prot Permitted

Rights: Include Include Include Include

Min. Green: 21 21 21 0 0 0 8 31 0 0 19 19

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 0 0 1! 0 0 0 1 0 0 0 1 0 1 1 0 0 1 0 1 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 180 427 173 110 343 0 48 296 0 55 173 79

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 180 427 173 110 343 0 48 296 0 55 173 79

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 184 436 177 112 350 0 49 302 0 56 177 81

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 184 436 177 112 350 0 49 302 0 56 177 81

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 184 436 177 112 350 0 49 302 0 56 177 81

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 0.81 0.81 0.81 0.87 0.87 1.00 0.47 0.81 0.95 0.77 0.77 0.77

Lanes: 0.23 0.55 0.22 0.24 0.76 0.00 1.00 2.00 0.00 0.36 1.13 0.51

Final Sat.: 356 845 342 402 1254 0 892 3093 0 522 1643 750

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.52 0.52 0.52 0.28 0.28 0.00 0.05 0.10 0.00 0.11 0.11 0.11

Crit Moves:   ** **   ** **

Green/Cycle: 0.35 0.35 0.35 0.00 0.00 0.00 0.51 0.51 0.00 0.00 0.31 0.31

Volume/Cap: 1.47 1.47 1.47 xxxx xxxx 0.00 0.09 0.19 0.00 xxxx 0.35 0.35

Uniform Del: 19.5 19.5 19.5 0.0 0.0 0.0 9.4 8.0 0.0 0.0 16.0 16.0

IncremntDel:223.0 223 223.0 0.0 0.0 0.0 0.3 0.3 0.0 0.0 1.1 1.1

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 1.00 1.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00

Delay/Veh: 242.5 242 242.5 0.0 0.0 0.0 9.8 8.3 0.0 0.0 17.1 17.1

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 242.5 242 242.5 0.0 0.0 0.0 9.8 8.3 0.0 0.0 17.1 17.1

LOS by Move: F F F A A A A A A A B B

HCM2kAvgQ: 48 48 48 8 8 0 1 2 0 3 2 2

 Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to DMJM HARRIS, OAKLAND, CA

2030 Project w/ Trans Imp PFri Apr 2, 2010 12:47:02 Page 19-1

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--------------------------------------------------------------------------------

 Level Of Service Computation Report

 2000 HCM Operations Method (Base Volume Alternative)

********************************************************************************

Intersection #8 Second / Howard

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 5.115

Loss Time (sec): 7 Average Delay (sec/veh): 855.3

Optimal Cycle: 180 Level Of Service: F

********************************************************************************

Street Name: Second Howard

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Permitted Permitted Split Phase Split Phase

Rights: Include Include Include Include

Min. Green: 21 21 0 0 21 21 0 0 0 32 32 32

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 1 0 1 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 441 405 387 0 446 527 0 0 0 617 2474 162

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 441 405 387 0 446 527 0 0 0 617 2474 162

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 450 413 395 0 455 538 0 0 0 630 2524 165

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 450 413 395 0 455 538 0 0 0 630 2524 165

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 450 413 395 0 455 538 0 0 0 630 2524 165

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 0.08 0.42 0.82 0.75 0.44 0.44 1.00 1.00 1.00 0.60 0.60 0.60

Lanes: 1.00 0.67 0.33 1.00 0.46 0.54 0.00 0.00 0.00 0.38 1.52 0.10

Final Sat.: 146 533 509 1425 379 448 0 0 0 435 1746 114

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 3.07 0.78 0.78 0.00 1.20 1.20 0.00 0.00 0.00 1.45 1.45 1.45

Crit Moves:   ** **

Green/Cycle: 0.35 0.35 0.35 0.00 0.35 0.35 0.00 0.00 0.00 0.53 0.53 0.53

Volume/Cap: 3.75 2.22 2.22 0.00 3.43 3.43 0.00 0.00 0.00 2.71 2.71 2.71

Uniform Del: 19.5 19.5 19.5 0.0 19.5 19.5 0.0 0.0 0.0 14.0 14.0 14.0

IncremntDel: 1258 556 556.3 0.0 1103 1103 0.0 0.0 0.0 772.3 772 772.3

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 1.00 1.00

Delay/Veh: 1277 576 575.8 0.0 1122 1122 0.0 0.0 0.0 786.3 786 786.3

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 1277 576 575.8 0.0 1122 1122 0.0 0.0 0.0 786.3 786 786.3

LOS by Move: F F F A F F A A A F F F

HCM2kAvgQ: 50 54 105 0 106 106 0 0 0 169 169 169

 Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to DMJM HARRIS, OAKLAND, CA
2030 Project w/ Trans Imp PFri Apr 2, 2010 12:47:02 Page 21-1

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--------------------------------------------------------------------------------

 Level Of Service Computation Report

 2000 HCM Operations Method (Base Volume Alternative)

********************************************************************************

Intersection #9 First / Howard

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 2.297

Loss Time (sec): 11 Average Delay (sec/veh): 420.4

Optimal Cycle: 180 Level Of Service: F

********************************************************************************

Street Name: First Howard

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Split Phase Split Phase Permitted Permitted

Rights: Include Include Include Include

Min. Green: 0 0 0 0 25 25 0 0 0 24 24 0

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 0 0 0 0 0 1 0 2 1 0 0 0 0 1 0 0 0 2 0 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 0 0 0 76 1144 1093 0 710 80 0 1869 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 0 0 0 76 1144 1093 0 710 80 0 1869 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 0 0 0 78 1167 1115 0 724 82 0 1907 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 0 0 0 78 1167 1115 0 724 82 0 1907 0

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 0 0 0 78 1167 1115 0 724 82 0 1907 0

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 1.00 1.00 1.00 0.75 0.45 0.52 1.00 0.89 0.89 0.65 0.67 1.00

Lanes: 0.00 0.00 0.00 1.00 2.00 1.00 0.00 0.90 0.10 0.00 2.00 0.00

Final Sat.: 0 0 0 1424 1696 990 0 1515 171 0 2547 0

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.05 0.69 1.13 0.00 0.48 0.48 0.00 0.75 0.00

Crit Moves:   ** **

Green/Cycle: 0.00 0.00 0.00 0.42 0.42 0.42 0.00 0.40 0.40 0.00 0.40 0.00

Volume/Cap: 0.00 0.00 0.00 0.13 1.65 2.70 0.00 1.20 1.20 0.00 1.87 0.00

Uniform Del: 0.0 0.0 0.0 10.8 17.5 17.5 0.0 18.0 18.0 0.0 18.0 0.0

IncremntDel: 0.0 0.0 0.0 0.5 296 770.6 0.0 102 102.0 0.0 396 0.0

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 0.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 0.00

Delay/Veh: 0.0 0.0 0.0 11.3 314 788.1 0.0 120 120.0 0.0 414 0.0

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 0.0 0.0 0.0 11.3 314 788.1 0.0 120 120.0 0.0 414 0.0

LOS by Move: A A A B F F A F F A F A

HCM2kAvgQ: 0 0 0 1 45 119 0 35 35 0 75 0

 Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to DMJM HARRIS, OAKLAND, CA

2030 Project w/ Trans Imp PFri Apr 2, 2010 12:47:02 Page 23-1

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--------------------------------------------------------------------------------

 Level Of Service Computation Report

 2000 HCM Operations Method (Base Volume Alternative)

********************************************************************************

Intersection #10 Fremont / Howard

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 4.359

Loss Time (sec): 12 Average Delay (sec/veh): 453.6

Optimal Cycle: 180 Level Of Service: F

********************************************************************************

Street Name: Fremont Howard

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Split Phase Split Phase Permitted Permitted

Rights: Include Include Include Include

Min. Green: 21 21 21 0 0 0 0 0 0 0 27 27

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 1 0 2 1 0 0 0 0 0 0 0 1 0 0 0 0 0 1 1 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 580 1312 339 0 0 0 407 221 0 0 1512 159

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 580 1312 339 0 0 0 407 221 0 0 1512 159

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 592 1339 346 0 0 0 415 226 0 0 1543 162

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 592 1339 346 0 0 0 415 226 0 0 1543 162

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 592 1339 346 0 0 0 415 226 0 0 1543 162

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 0.75 0.78 0.78 1.00 1.00 1.00 0.11 0.11 1.00 1.00 0.82 0.82

Lanes: 1.00 2.38 0.62 0.00 0.00 0.00 0.65 0.35 0.00 0.00 1.81 0.19

Final Sat.: 1424 3523 910 0 0 0 135 73 0 0 2829 298

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.42 0.38 0.38 0.00 0.00 0.00 3.07 3.07 0.00 0.00 0.55 0.55

Crit Moves:   ** **

Green/Cycle: 0.35 0.35 0.35 0.00 0.00 0.00 0.45 0.45 0.00 0.00 0.45 0.45

Volume/Cap: 1.19 1.09 1.09 0.00 0.00 0.00 6.83 6.83 0.00 0.00 1.21 1.21

Uniform Del: 19.5 19.5 19.5 0.0 0.0 0.0 16.5 16.5 0.0 0.0 16.5 16.5

IncremntDel:102.9 50.0 50.0 0.0 0.0 0.0 2644 2644 0.0 0.0 102 102.1

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 1.00 1.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00

Delay/Veh: 122.4 69.5 69.5 0.0 0.0 0.0 2660 2660 0.0 0.0 119 118.6

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 122.4 69.5 69.5 0.0 0.0 0.0 2660 2660 0.0 0.0 119 118.6

LOS by Move: F E E A A A F F A A F F

HCM2kAvgQ: 26 23 23 0 0 0 80 80 0 0 39 39

 Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to DMJM HARRIS, OAKLAND, CA
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 Level Of Service Computation Report

 2000 HCM Operations Method (Base Volume Alternative)

********************************************************************************

Intersection #11 Beale / Howard

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 1.766

Loss Time (sec): 10 Average Delay (sec/veh): 221.6

Optimal Cycle: 180 Level Of Service: F

********************************************************************************

Street Name: Beale Howard

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Split Phase Split Phase Permitted Permitted

Rights: Include Include Include Include

Min. Green: 0 0 0 31 31 31 0 19 19 19 19 0

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 0 0 0 0 0 1 0 1 1 0 0 0 0 1 0 0 1 1 0 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 0 0 0 158 994 894 0 590 55 0 594 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 0 0 0 158 994 894 0 590 55 0 594 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 0 0 0 161 1014 912 0 602 56 0 606 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 0 0 0 161 1014 912 0 602 56 0 606 0

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 0 0 0 161 1014 912 0 602 56 0 606 0

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 1.00 1.00 1.00 1.25 0.78 0.44 1.00 0.89 0.89 0.95 0.67 1.00

Lanes: 0.00 0.00 0.00 1.00 1.00 1.00 0.00 0.91 0.09 0.00 2.00 0.00

Final Sat.: 0 0 0 2379 1479 843 0 1547 144 0 2537 0

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.07 0.69 1.08 0.00 0.39 0.39 0.00 0.24 0.00

Crit Moves:   ** **

Green/Cycle: 0.00 0.00 0.00 0.52 0.52 0.52 0.00 0.32 0.32 0.00 0.32 0.00

Volume/Cap: 0.00 0.00 0.00 0.13 1.33 2.09 0.00 1.23 1.23 0.00 0.75 0.00

Uniform Del: 0.0 0.0 0.0 7.5 14.5 14.5 0.0 20.5 20.5 0.0 18.4 0.0

IncremntDel: 0.0 0.0 0.0 0.2 152 496.2 0.0 119 118.7 0.0 6.5 0.0

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 0.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 0.00

Delay/Veh: 0.0 0.0 0.0 7.7 167 510.7 0.0 139 139.2 0.0 24.9 0.0

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 0.0 0.0 0.0 7.7 167 510.7 0.0 139 139.2 0.0 24.9 0.0

LOS by Move: A A A A F F A F F A C A

HCM2kAvgQ: 0 0 0 2 54 81 0 31 31 0 7 0

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 Level Of Service Computation Report

 2000 HCM Operations Method (Base Volume Alternative)

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Intersection #12 Main / Howard

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 3.353

Loss Time (sec): 7 Average Delay (sec/veh): 519.2

Optimal Cycle: 180 Level Of Service: F

********************************************************************************

Street Name: Main Howard

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Permitted Permitted Permitted Permitted

Rights: Include Include Include Include

Min. Green: 20 20 20 0 0 0 33 33 0 0 25 25

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 0 0 1! 0 0 0 0 1 0 0 0 1 0 0 0 0 1 0 1 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 87 779 17 0 409 0 205 381 0 87 446 70

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 87 779 17 0 409 0 205 381 0 87 446 70

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 89 795 17 0 417 0 209 389 0 89 455 71

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 89 795 17 0 417 0 209 389 0 89 455 71

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 89 795 17 0 417 0 209 389 0 89 455 71

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 0.81 0.81 0.81 1.00 0.90 1.00 0.13 0.13 0.25 0.26 0.26 0.26

Lanes: 0.10 0.88 0.02 0.00 1.00 0.00 0.35 0.65 0.00 0.29 1.48 0.23

Final Sat.: 153 1366 30 0 1710 0 88 163 0 140 718 113

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.58 0.58 0.58 0.00 0.24 0.00 2.38 2.38 0.00 0.63 0.63 0.63

Crit Moves:   ** **

Green/Cycle: 0.33 0.33 0.33 0.00 0.33 0.00 0.55 0.55 0.00 0.55 0.55 0.55

Volume/Cap: 1.75 1.75 1.75 0.00 0.73 0.00 4.33 4.33 0.00 1.15 1.15 1.15

Uniform Del: 20.0 20.0 20.0 0.0 17.6 0.0 13.5 13.5 0.0 13.5 13.5 13.5

IncremntDel:343.8 344 343.8 0.0 8.1 0.0 1514 1514 0.0 88.5 88.5 88.5

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00

Delay/Veh: 363.8 364 363.8 0.0 25.7 0.0 1527 1527 0.0 102.0 102 102.0

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 363.8 364 363.8 0.0 25.7 0.0 1527 1527 0.0 102.0 102 102.0

LOS by Move: F F F A C A F F A F F F

HCM2kAvgQ: 65 65 65 0 9 0 69 69 0 15 15 15

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 Level Of Service Computation Report

 2000 HCM Operations Method (Base Volume Alternative)

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Intersection #13 Spear / Howard

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 1.033

Loss Time (sec): 7 Average Delay (sec/veh): 44.5

Optimal Cycle: 180 Level Of Service: D

********************************************************************************

Street Name: Spear Howard

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Permitted Permitted Permitted Permitted

Rights: Include Include Include Include

Min. Green: 0 0 0 25 25 25 0 28 28 28 28 0

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 1 0 1 0 0 1 0 1 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 42 254 83 97 238 200 39 328 87 124 400 71

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 42 254 83 97 238 200 39 328 87 124 400 71

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 43 259 85 99 243 204 40 335 89 127 408 72

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 43 259 85 99 243 204 40 335 89 127 408 72

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 43 259 85 99 243 204 40 335 89 127 408 72

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 0.81 0.81 0.81 0.65 0.65 0.65 0.72 0.36 0.36 0.32 0.32 0.64

Lanes: 0.11 0.67 0.22 0.18 0.45 0.37 0.09 1.51 0.40 0.44 1.43 0.13

Final Sat.: 170 1027 336 225 553 464 122 1027 272 267 863 153

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.25 0.25 0.25 0.44 0.44 0.44 0.33 0.33 0.33 0.47 0.47 0.47

Crit Moves:   ** **

Green/Cycle: 0.42 0.42 0.42 0.42 0.42 0.42 0.47 0.47 0.47 0.47 0.47 0.47

Volume/Cap: 0.61 0.61 0.61 1.05 1.05 1.05 0.70 0.70 0.70 1.01 1.01 1.01

Uniform Del: 13.7 13.7 13.7 17.5 17.5 17.5 12.7 12.7 12.7 16.0 16.0 16.0

IncremntDel: 4.2 4.2 4.2 54.8 54.8 54.8 6.0 6.0 6.0 40.2 40.2 40.2

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Delay/Veh: 17.9 17.9 17.9 72.3 72.3 72.3 18.7 18.7 18.7 56.2 56.2 56.2

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 17.9 17.9 17.9 72.3 72.3 72.3 18.7 18.7 18.7 56.2 56.2 56.2

LOS by Move: B B B E E E B B B E E E

HCM2kAvgQ: 6 6 6 19 19 19 8 5 5 7 7 14

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 Level Of Service Computation Report

 2000 HCM Operations Method (Base Volume Alternative)

********************************************************************************

Intersection #14 Second / Folsom

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 2.236

Loss Time (sec): 7 Average Delay (sec/veh): 331.9

Optimal Cycle: 180 Level Of Service: F

********************************************************************************

Street Name: Second Folsom

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Permitted Permit+Prot Split Phase Split Phase

Rights: Include Include Include Include

Min. Green: 0 21 21 7 32 0 21 21 21 0 0 0

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 0 0 1 1 0 1 0 1 0 0 0 1 2 0 1 0 0 0 0 1

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 0 402 138 248 1024 0 483 1288 172 0 0 228

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 0 402 138 248 1024 0 483 1288 172 0 0 228

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 0 410 141 253 1045 0 493 1314 176 0 0 233

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 0 410 141 253 1045 0 493 1314 176 0 0 233

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 0 410 141 253 1045 0 493 1314 176 0 0 233

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 1.00 0.81 0.81 0.13 0.44 1.00 0.79 0.50 0.72 1.00 1.00 0.78

Lanes: 0.00 1.49 0.51 1.00 1.00 0.00 0.57 2.43 1.00 0.00 0.00 1.00

Final Sat.: 0 2280 783 256 838 0 863 2301 1367 0 0 1479

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.00 0.18 0.18 0.99 1.25 0.00 0.57 0.57 0.13 0.00 0.00 0.16

Crit Moves:   ** **  

Green/Cycle: 0.35 0.35 0.35 0.53 0.53 0.00 0.35 0.35 0.35 0.00 0.00 0.00

Volume/Cap: 0.00 0.51 0.51 1.97 2.35 0.00 1.63 1.63 0.37 0.00 0.00 xxxx

Uniform Del: 0.0 15.5 15.5 20.3 14.1 0.0 19.5 19.5 14.5 0.0 0.0 0.0

IncremntDel: 0.0 1.8 1.8 461.8 616 0.0 288.5 288 2.2 0.0 0.0 0.0

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 0.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00

Delay/Veh: 0.0 17.2 17.2 482.1 630 0.0 308.0 308 16.7 0.0 0.0 0.0

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 0.0 17.2 17.2 482.1 630 0.0 308.0 308 16.7 0.0 0.0 0.0

LOS by Move: A B B F F A F F B A A A

HCM2kAvgQ: 0 5 5 22 94 0 64 41 2 0 0 4

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 Level Of Service Computation Report

 2000 HCM Operations Method (Base Volume Alternative)

** ******************************************************************************

Intersection #15 First / Folsom

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 1.321

Loss Time (sec): 9 Average Delay (sec/veh): 143.5

Optimal Cycle: 180 Level Of Service: F

********************************************************************************

Street Name: First Folsom

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Split Phase Split Phase Permitted Protected

Rights: Include Include Include Include

Min. Green: 0 0 0 30 30 0 0 12 12 9 0 0

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 0 0 0 0 0 0 1 2 1 0 0 0 2 0 1 1 0 1 0 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 0 0 0 290 879 0 0 569 329 453 228 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 0 0 0 290 879 0 0 569 329 453 228 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 0 0 0 296 897 0 0 581 336 462 233 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 0 0 0 296 897 0 0 581 336 462 233 0

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 0 0 0 296 897 0 0 581 336 462 233 0

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 1.00 1.00 1.00 0.32 0.31 0.91 1.00 0.84 0.52 0.86 0.90 1.00

Lanes: 0.00 0.00 0.00 0.96 3.04 0.00 0.00 2.00 1.00 1.00 1.00 0.00

Final Sat.: 0 0 0 590 1788 0 0 3184 997 1625 1710 0

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.50 0.50 0.00 0.00 0.18 0.34 0.28 0.14 0.00

Crit Moves:   ** **  

Green/Cycle: 0.00 0.00 0.00 0.50 0.50 0.00 0.00 0.20 0.20 0.15 0.35 0.00

Volume/Cap: 0.00 0.00 0.00 1.00 1.00 0.00 0.00 0.91 1.68 1.90 0.39 0.00

Uniform Del: 0.0 0.0 0.0 15.0 15.0 0.0 0.0 23.5 24.0 25.5 14.7 0.0

IncremntDel: 0.0 0.0 0.0 26.9 26.9 0.0 0.0 19.6 328.4 418.7 1.9 0.0

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 0.00

Delay/Veh: 0.0 0.0 0.0 41.9 41.9 0.0 0.0 43.0 352.4 444.2 16.6 0.0

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 0.0 0.0 0.0 41.9 41.9 0.0 0.0 43.0 352.4 444.2 16.6 0.0

LOS by Move: A A A D D A A D F F B A

HCM2kAvgQ: 0 0 0 12 12 0 0 9 25 37 3 0

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 Level Of Service Computation Report

 2000 HCM Operations Method (Base Volume Alternative)

** ******************************************************************************

Intersection #16 Fremont / Folsom / I-80 WB Off-Ramp

********************************************************************************

Cycle (sec): 75 Critical Vol./Cap.(X): 0.896

Loss Time (sec): 16 Average Delay (sec/veh): 187.9

Optimal Cycle: 96 Level Of Service: F

********************************************************************************

Street Name: Fremont / I-80 WB Off-Ramp Folsom

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Split Phase Split Phase Permitted Permitted

Rights: Include Include Include Include

Min. Green: 0 19 19 19 19 0 21 21 21 0 0 0

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 0 1 0 1 0 1 0 0 1 0 0 1 0 1 0 0 1 0 1 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 32 32 15 290 103 0 216 510 183 0 649 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 32 32 15 290 103 0 216 510 183 0 649 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 33 33 15 296 105 0 220 520 187 0 662 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 33 33 15 296 105 0 220 520 187 0 662 0

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 33 33 15 296 105 0 220 520 187 0 662 0

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 0.80 0.80 0.80 0.86 0.90 1.00 0.49 0.49 0.49 0.95 0.86 0.95

Lanes: 0.81 0.81 0.38 1.00 1.00 0.00 0.48 1.12 0.40 0.00 2.00 0.00

Final Sat.: 1229 1229 576 1625 1710 0 444 1048 376 0 3249 0

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.03 0.03 0.03 0.18 0.06 0.00 0.50 0.50 0.50 0.00 0.20 0.00

Crit Moves:   ** **  

Green/Cycle: 0.25 0.25 0.25 0.25 0.25 0.00 0.28 0.28 0.28 0.00 0.28 0.00

Volume/Cap: 0.10 0.10 0.10 0.72 0.24 0.00 1.77 1.77 1.77 0.00 0.73 0.00

Uniform Del: 21.5 21.5 21.5 25.6 22.3 0.0 27.0 27.0 27.0 0.0 24.4 0.0

IncremntDel: 0.3 0.3 0.3 10.3 1.3 0.0 355.5 356 355.5 0.0 5.1 0.0

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00

Delay/Veh: 21.8 21.8 21.8 35.9 23.6 0.0 382.5 383 382.5 0.0 29.5 0.0

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 21.8 21.8 21.8 35.9 23.6 0.0 382.5 383 382.5 0.0 29.5 0.0

LOS by Move: C C C D C A F F F A C A

HCM2kAvgQ: 1 1 1 8 2 0 37 37 37 0 8 0

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--------------------------------------------------------------------------------

 Level Of Service Computation Report

 2000 HCM Operations Method (Base Volume Alternative)

** ******************************************************************************

Intersection #17 Beale / Folsom

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 1.722

Loss Time (sec): 8 Average Delay (sec/veh): 220.4

Optimal Cycle: 180 Level Of Service: F

********************************************************************************

Street Name: Beale Folsom

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Permitted Permitted Split Phase Split Phase

Rights: Include Include Include Include

Min. Green: 0 0 23 23 23 0 0 29 29 0 0 0

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 1 0 0 0 1 0 1 0 1 0 0 0 1 1 0 0 1 1 0 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 0 0 98 170 578 453 0 808 74 74 196 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 0 0 98 170 578 453 0 808 74 74 196 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 0 0 100 173 590 462 0 824 76 76 200 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 0 0 100 173 590 462 0 824 76 76 200 0

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 0 0 100 173 590 462 0 824 76 76 200 0

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 1.00 1.00 0.75 0.71 0.71 0.71 1.00 0.25 0.25 0.84 0.84 1.00

Lanes: 1.00 0.00 1.00 0.28 0.97 0.75 0.00 1.83 0.17 0.55 1.45 0.00

Final Sat.: 1900 0 1424 384 1305 1023 0 864 79 878 2326 0

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.07 0.45 0.45 0.45 0.00 0.95 0.95 0.09 0.09 0.00

Crit Moves:   ** **  

Green/Cycle: 0.00 0.00 0.38 0.38 0.38 0.38 0.00 0.48 0.48 0.00 0.00 0.00

Volume/Cap: 0.00 0.00 0.18 1.18 1.18 1.18 0.00 1.98 1.98 xxxx xxxx 0.00

Uniform Del: 0.0 0.0 12.3 18.5 18.5 18.5 0.0 15.5 15.5 0.0 0.0 0.0

IncremntDel: 0.0 0.0 0.7 90.7 90.7 90.7 0.0 447 446.6 0.0 0.0 0.0

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 0.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00

Delay/Veh: 0.0 0.0 13.0 109.2 109 109.2 0.0 462 462.1 0.0 0.0 0.0

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 0.0 0.0 13.0 109.2 109 109.2 0.0 462 462.1 0.0 0.0 0.0

LOS by Move: A A B F F F A F F A A A

HCM2kAvgQ: 0 0 1 28 28 28 0 39 39 2 2 0

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--------------------------------------------------------------------------------

 Level Of Service Computation Report

 2000 HCM Operations Method (Base Volume Alternative)

** ******************************************************************************

Intersection #18 Main / Folsom

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 1.752

Loss Time (sec): 10 Average Delay (sec/veh): 201.2

Optimal Cycle: 180 Level Of Service: F

********************************************************************************

Street Name: Main Folsom

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Split Phase Split Phase Permitted Permitted

Rights: Include Include Include Include

Min. Green: 0 19 19 0 0 0 31 31 31 31 0 31

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 0 1 0 0 1 0 0 1! 0 0 0 1 0 1 0 0 1 0 1 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 196 172 31 74 271 149 45 979 343 5 0 217

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 196 172 31 74 271 149 45 979 343 5 0 217

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 200 176 32 76 277 152 46 999 350 5 0 221

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 200 176 32 76 277 152 46 999 350 5 0 221

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 200 176 32 76 277 152 46 999 350 5 0 221

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 0.86 0.73 0.75 0.86 0.86 0.86 0.67 0.41 0.37 0.66 0.95 0.66

Lanes: 0.49 0.51 1.00 0.15 0.55 0.30 0.04 1.41 0.55 1.00 0.00 1.00

Final Sat.: 803 705 1424 244 893 491 51 1108 388 1262 0 1262

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.25 0.25 0.02 0.31 0.31 0.31 0.90 0.90 0.90 0.00 0.00 0.18

Crit Moves:   ** **  

Green/Cycle: 0.32 0.32 0.32 0.00 0.00 0.00 0.52 0.52 0.52 0.52 0.00 0.52

Volume/Cap: 0.79 0.79 0.07 xxxx xxxx xxxx 1.75 1.75 1.75 0.01 0.00 0.34

Uniform Del: 18.7 18.7 14.3 0.0 0.0 0.0 14.5 14.5 14.5 7.0 0.0 8.5

IncremntDel: 12.3 12.3 0.3 0.0 0.0 0.0 340.5 340 340.5 0.0 0.0 1.4

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 1.00 1.00 1.00 0.00 0.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00

Delay/Veh: 31.0 31.0 14.6 0.0 0.0 0.0 355.0 355 355.0 7.0 0.0 9.9

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 31.0 31.0 14.6 0.0 0.0 0.0 355.0 355 355.0 7.0 0.0 9.9

LOS by Move: C C B A A A F F F A A A

HCM2kAvgQ: 8 7 0 8 8 8 87 54 50 0 0 3

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--------------------------------------------------------------------------------

 Level Of Service Computation Report

 2000 HCM Operations Method (Base Volume Alternative)

** ******************************************************************************

Intersection #19 Spear / Folsom

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 2.489

Loss Time (sec): 8 Average Delay (sec/veh): 552.8

Optimal Cycle: 180 Level Of Service: F

********************************************************************************

Street Name: Spear Folsom

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Permitted Permitted Permitted Permitted

Rights: Include Include Include Include

Min. Green: 0 0 0 23 23 23 0 29 29 29 29 0

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 1 0 1 0 0 1 0 1 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 23 23 137 164 328 82 292 676 55 19 107 65

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 23 23 137 164 328 82 292 676 55 19 107 65

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 23 23 140 167 335 84 298 690 56 19 109 66

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 23 23 140 167 335 84 298 690 56 19 109 66

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 23 23 140 167 335 84 298 690 56 19 109 66

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 0.75 0.75 0.75 0.29 0.29 0.29 0.66 0.20 0.20 0.68 0.68 0.68

Lanes: 0.12 0.13 0.75 0.29 0.57 0.14 0.21 1.66 0.13 0.20 1.12 0.68

Final Sat.: 179 179 1068 160 320 80 268 621 51 259 1457 885

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.13 0.13 0.13 1.05 1.05 1.05 1.11 1.11 1.11 0.07 0.07 0.07

Crit Moves:   ** **

Green/Cycle: 0.38 0.38 0.38 0.38 0.38 0.38 0.48 0.48 0.48 0.48 0.48 0.48

Volume/Cap: 0.34 0.34 0.34 2.73 2.73 2.73 2.30 2.30 2.30 0.15 0.15 0.15

Uniform Del: 13.1 13.1 13.1 18.5 18.5 18.5 15.5 15.5 15.5 8.7 8.7 8.7

IncremntDel: 1.7 1.7 1.7 791.7 792 791.7 590.6 591 590.6 0.3 0.3 0.3

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Delay/Veh: 14.8 14.8 14.8 810.2 810 810.2 606.1 606 606.1 8.9 8.9 8.9

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 14.8 14.8 14.8 810.2 810 810.2 606.1 606 606.1 8.9 8.9 8.9

LOS by Move: B B B F F F F F F A A A

HCM2kAvgQ: 3 3 3 58 58 58 130 40 40 1 1 1

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--------------------------------------------------------------------------------

 Level Of Service Computation Report

 2000 HCM Operations Method (Base Volume Alternative)

********************************************************************************

Intersection #20 The Embarcadero / Folsom

********************************************************************************

Cycle (sec): 90 Critical Vol./Cap.(X): 1.191

Loss Time (sec): 10 Average Delay (sec/veh): 144.6

Optimal Cycle: 180 Level Of Service: F

********************************************************************************

Street Name: The Embarcadero Folsom

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Protected Protected Split Phase Split Phase

Rights: Include Include Include Include

Min. Green: 12 49 0 0 32 32 31 0 31 0 0 0

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 1 0 2 0 0 0 0 1 1 0 1 0 0 0 1 0 0 0 0 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 249 2051 0 0 1596 32 541 0 377 0 0 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 249 2051 0 0 1596 32 541 0 377 0 0 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 254 2093 0 0 1629 33 552 0 385 0 0 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 254 2093 0 0 1629 33 552 0 385 0 0 0

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 254 2093 0 0 1629 33 552 0 385 0 0 0

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 0.93 0.74 1.00 1.00 1.02 0.93 0.93 1.00 0.83 1.00 1.00 1.00

Lanes: 1.00 2.00 0.00 0.00 1.96 0.04 1.00 0.00 1.00 0.00 0.00 0.00

Final Sat.: 1769 2802 0 0 3796 76 1769 0 1583 0 0 0

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.14 0.75 0.00 0.00 0.43 0.43 0.31 0.00 0.24 0.00 0.00 0.00

Crit Moves:   ** **  

Green/Cycle: 0.13 0.54 0.00 0.00 0.35 0.35 0.34 0.00 0.34 0.00 0.00 0.00

Volume/Cap: 1.10 1.38 0.00 0.00 1.23 1.23 0.92 0.00 0.71 0.00 0.00 0.00

Uniform Del: 39.2 20.7 0.0 0.0 29.3 29.3 28.5 0.0 25.9 0.0 0.0 0.0

IncremntDel: 90.3 177 0.0 0.0 108 108.3 21.2 0.0 7.9 0.0 0.0 0.0

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00

Delay/Veh: 129.5 197 0.0 0.0 138 137.6 49.7 0.0 33.8 0.0 0.0 0.0

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 129.5 197 0.0 0.0 138 137.6 49.7 0.0 33.8 0.0 0.0 0.0

LOS by Move: F F A A F F D A C A A A

HCM2kAvgQ: 10 66 0 0 42 39 14 0 9 0 0 0

 Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to DMJM HARRIS, OAKLAND, CA
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--------------------------------------------------------------------------------

--------------------------------------------------------------------------------

 Level Of Service Computation Report

 2000 HCM Operations Method (Base Volume Alternative)

** ******************************************************************************

Intersection #21 Second / Harrison

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 1.480

Loss Time (sec): 10 Average Delay (sec/veh): 167.0

Optimal Cycle: 180 Level Of Service: F

********************************************************************************

Street Name: Second Harrison

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Permitted Permitted Permitted Permitted

Rights: Include Include Include Include

Min. Green: 29 29 29 29 29 29 21 21 21 21 21 21

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 0 1 1 0 2 0 1 0 1 0 0 1 0 1 0 1 0 1 1 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 74 462 870 223 566 490 20 243 27 134 727 72

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 74 462 870 223 566 490 20 243 27 134 727 72

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 76 471 888 228 578 500 20 248 28 137 742 73

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 76 471 888 228 578 500 20 248 28 137 742 73

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 76 471 888 228 578 500 20 248 28 137 742 73

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 0.53 0.53 0.40 0.17 0.56 0.56 0.73 0.18 0.73 0.40 0.65 0.65

Lanes: 0.28 1.72 2.00 0.83 0.63 0.54 0.04 1.91 0.05 1.00 1.82 0.18

Final Sat.: 276 1724 1504 265 672 582 55 663 74 759 2260 224

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.27 0.27 0.59 0.86 0.86 0.86 0.37 0.37 0.37 0.18 0.33 0.33

Crit Moves:   ** **

Green/Cycle: 0.48 0.48 0.48 0.48 0.48 0.48 0.35 0.35 0.35 0.35 0.35 0.35

Volume/Cap: 0.57 0.57 1.22 1.78 1.78 1.78 1.07 1.07 1.07 0.51 0.94 0.94

Uniform Del: 11.0 11.0 15.5 15.5 15.5 15.5 19.5 19.5 19.5 15.5 18.9 18.9

IncremntDel: 2.4 2.4 111.7 355.9 356 355.9 73.3 73.3 73.3 7.0 18.7 18.7

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Delay/Veh: 13.4 13.4 127.2 371.4 371 371.4 92.8 92.8 92.8 22.4 37.6 37.6

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 13.4 13.4 127.2 371.4 371 371.4 92.8 92.8 92.8 22.4 37.6 37.6

LOS by Move: B B F F F F F F F C D D

HCM2kAvgQ: 5 5 24 23 71 71 20 7 20 3 13 13

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--------------------------------------------------------------------------------

 Level Of Service Computation Report

 2000 HCM Operations Method (Base Volume Alternative)

********************************************************************************

Intersection #22 First / Harrison / I-80 EB On-Ramp

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 1.496

Loss Time (sec): 8 Average Delay (sec/veh): 155.7

Optimal Cycle: 180 Level Of Service: F

********************************************************************************

Street Name: First Harrison

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Permitted Permitted Permitted Permit+Prot

Rights: Include Include Include Include

Min. Green: 31 0 31 31 31 31 0 6 6 11 21 0

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 0 0 1! 0 0 1 0 2 0 1 0 0 1 1 0 1 1 1 0 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 1 0 1 21 1488 267 0 66 11 955 654 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 1 0 1 21 1488 267 0 66 11 955 654 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 1 0 1 21 1518 272 0 67 11 974 667 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 1 0 1 21 1518 272 0 67 11 974 667 0

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 1 0 1 21 1518 272 0 67 11 974 667 0

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 0.72 1.00 0.72 0.15 0.52 0.36 1.00 0.80 0.16 0.70 0.78 1.00

Lanes: 0.50 0.00 0.50 1.00 2.00 1.00 0.00 1.09 0.91 1.82 1.18 0.00

Final Sat.: 682 0 682 288 1990 685 0 1652 275 2422 1758 0

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.07 0.76 0.40 0.00 0.04 0.04 0.40 0.38 0.00

Crit Moves:   ** **

Green/Cycle: 0.52 0.00 0.52 0.52 0.52 0.52 0.10 0.10 0.10 0.35 0.35 0.00

Volume/Cap: 0.00 0.00 0.00 0.14 1.47 0.76 0.00 0.41 0.41 1.27 1.08 0.00

Uniform Del: 6.9 0.0 6.9 7.5 14.4 11.5 0.0 25.3 25.3 22.6 19.5 0.0

IncremntDel: 0.0 0.0 0.0 2.0 215 14.5 0.0 6.3 6.3 126.6 49.8 0.0

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 1.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00

Delay/Veh: 6.9 0.0 6.9 9.5 230 25.9 0.0 31.6 31.6 149.2 69.3 0.0

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 6.9 0.0 6.9 9.5 230 25.9 0.0 31.6 31.6 149.2 69.3 0.0

LOS by Move: A A A A F C A C C F E A

HCM2kAvgQ: 0 0 0 0 48 6 0 2 1 24 16 0

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--------------------------------------------------------------------------------

 Level Of Service Computation Report

 2000 HCM Operations Method (Base Volume Alternative)

********************************************************************************

Intersection #23 Fremont / Harrison / I-80 WB Off-Ramp

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 0.911

Loss Time (sec): 10 Average Delay (sec/veh): 80.1

Optimal Cycle: 83 Level Of Service: F

********************************************************************************

Street Name: Fremont / I-80 WB Off-Ramp Harrison

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Split Phase Split Phase Permitted Permitted

Rights: Include Include Include Include

Min. Green: 0 0 0 0 0 21 29 29 0 0 29 29

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 2 1 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 0 0 0 0 0 279 5 89 0 0 1317 74

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 0 0 0 0 0 279 5 89 0 0 1317 74

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 0 0 0 0 0 285 5 91 0 0 1344 76

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 0 0 0 0 0 285 5 91 0 0 1344 76

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 0 0 0 0 0 285 5 91 0 0 1344 76

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 0.95 0.95 0.95 1.00 1.00 0.76 0.83 0.83 1.00 1.00 0.43 0.79

Lanes: 0.00 0.00 2.00 0.00 0.00 1.00 0.05 0.95 0.00 0.00 2.91 0.09

Final Sat.: 0 0 3610 0 0 1435 84 1495 0 0 2397 135

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.20 0.06 0.06 0.00 0.00 0.56 0.56

Crit Moves:   ** **

Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.35 0.48 0.48 0.00 0.00 0.48 0.48

Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.57 0.13 0.13 0.00 0.00 1.16 1.16

Uniform Del: 0.0 0.0 0.0 0.0 0.0 15.8 8.5 8.5 0.0 0.0 15.5 15.5

IncremntDel: 0.0 0.0 0.0 0.0 0.0 4.6 0.3 0.3 0.0 0.0 81.4 81.4

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 0.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00

Delay/Veh: 0.0 0.0 0.0 0.0 0.0 20.4 8.9 8.9 0.0 0.0 96.9 96.9

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 0.0 0.0 0.0 0.0 0.0 20.4 8.9 8.9 0.0 0.0 96.9 96.9

LOS by Move: A A A A A C A A A A F F

HCM2kAvgQ: 0 0 0 0 0 5 1 1 0 0 18 32

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--------------------------------------------------------------------------------

 Level Of Service Computation Report

 2000 HCM Operations Method (Base Volume Alternative)

********************************************************************************

Intersection #24 Main / Harrison

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 1.195

Loss Time (sec): 9 Average Delay (sec/veh): 73.6

Optimal Cycle: 180 Level Of Service: E

********************************************************************************

Street Name: Main Harrison

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Permitted Permitted Permitted Permitted

Rights: Include Include Include Include

Min. Green: 25 25 25 25 25 25 26 26 26 26 26 26

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 1 0 0 1 0 0 1 0 0 1 0 0 1! 0 0 0 1 1 1 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 239 316 22 5 242 205 12 44 28 7 846 41

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 239 316 22 5 242 205 12 44 28 7 846 41

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 244 322 22 5 247 209 12 45 29 7 863 42

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 244 322 22 5 247 209 12 45 29 7 863 42

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 244 322 22 5 247 209 12 45 29 7 863 42

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 0.25 0.87 0.87 0.88 0.88 0.31 0.75 0.75 0.75 0.73 0.31 0.73

Lanes: 1.00 0.93 0.07 0.02 0.98 1.00 0.14 0.53 0.33 0.01 2.93 0.06

Final Sat.: 475 1551 108 34 1632 598 204 747 475 14 1719 83

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.51 0.21 0.21 0.15 0.15 0.35 0.06 0.06 0.06 0.50 0.50 0.50

Crit Moves:   ** **

Green/Cycle: 0.42 0.42 0.42 0.42 0.42 0.42 0.43 0.43 0.43 0.43 0.43 0.43

Volume/Cap: 1.23 0.50 0.50 0.36 0.36 0.84 0.14 0.14 0.14 1.16 1.16 1.16

Uniform Del: 17.5 12.9 12.9 12.0 12.0 15.7 10.2 10.2 10.2 17.0 17.0 17.0

IncremntDel:140.3 2.6 2.6 1.5 1.5 27.3 0.5 0.5 0.5 85.6 85.6 85.6

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Delay/Veh: 157.8 15.5 15.5 13.5 13.5 43.0 10.7 10.7 10.7 102.6 103 102.6

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 157.8 15.5 15.5 13.5 13.5 43.0 10.7 10.7 10.7 102.6 103 102.6

LOS by Move: F B B B B D B B B F F F

HCM2kAvgQ: 13 5 5 3 3 3 1 1 1 26 11 26

 Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to DMJM HARRIS, OAKLAND, CA
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--------------------------------------------------------------------------------

 Level Of Service Computation Report

 2000 HCM Operations Method (Base Volume Alternative)

********************************************************************************

Intersection #25 Spear / Harrison

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 1.203

Loss Time (sec): 10 Average Delay (sec/veh): 100.6

Optimal Cycle: 180 Level Of Service: F

********************************************************************************

Street Name: Spear Harrison

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Permitted Permitted Permitted Permitted

Rights: Include Include Include Include

Min. Green: 21 0 21 21 21 21 0 29 29 29 29 0

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 0 0 1! 0 0 0 1 0 0 1 0 0 0 1 0 0 1 0 1 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 46 190 143 70 20 542 0 85 65 27 372 27

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 46 190 143 70 20 542 0 85 65 27 372 27

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 47 194 146 71 20 553 0 87 66 28 380 28

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 47 194 146 71 20 553 0 87 66 28 380 28

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 47 194 146 71 20 553 0 87 66 28 380 28

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 0.80 0.80 0.80 0.53 0.53 0.60 1.00 0.83 0.83 0.23 0.21 0.78

Lanes: 0.12 0.50 0.38 0.78 0.22 1.00 0.00 0.57 0.43 0.12 1.84 0.04

Final Sat.: 184 761 573 787 225 1140 0 895 684 53 733 53

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.25 0.25 0.25 0.09 0.09 0.49 0.00 0.10 0.10 0.52 0.52 0.52

Crit Moves:   ** **

Green/Cycle: 0.35 0.35 0.35 0.35 0.35 0.35 0.00 0.48 0.48 0.48 0.48 0.48

Volume/Cap: 0.73 0.73 0.73 0.26 0.26 1.39 0.00 0.20 0.20 1.07 1.07 1.07

Uniform Del: 17.0 17.0 17.0 13.9 13.9 19.5 0.0 8.9 8.9 15.5 15.5 15.5

IncremntDel: 8.5 8.5 8.5 1.8 1.8 188.9 0.0 0.6 0.6 64.8 64.8 64.8

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00

Delay/Veh: 25.5 25.5 25.5 15.7 15.7 208.4 0.0 9.5 9.5 80.3 80.3 80.3

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 25.5 25.5 25.5 15.7 15.7 208.4 0.0 9.5 9.5 80.3 80.3 80.3

LOS by Move: C C C B B F A A A F F F

HCM2kAvgQ: 8 8 8 1 1 29 0 2 2 8 7 26

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--------------------------------------------------------------------------------

 Level Of Service Computation Report

 2000 HCM Operations Method (Base Volume Alternative)

********************************************************************************

Intersection #26 Second / Bryant

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 1.200

Loss Time (sec): 7 Average Delay (sec/veh): 68.0

Optimal Cycle: 180 Level Of Service: E

********************************************************************************

Street Name: Second Bryant

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Permitted Permitted Split Phase Split Phase

Rights: Include Include Include Include

Min. Green: 0 26 26 26 26 0 27 27 27 0 0 0

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 0 0 1 1 1 0 1 1 0 0 2 0 2 1 0 0 0 0 0 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 0 651 151 9 650 0 778 787 37 0 0 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 0 651 151 9 650 0 778 787 37 0 0 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 0 664 154 9 663 0 794 803 38 0 0 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 0 664 154 9 663 0 794 803 38 0 0 0

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 0 664 154 9 663 0 794 803 38 0 0 0

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 1.00 0.39 0.16 0.78 0.78 1.00 0.38 0.31 0.77 1.00 1.00 1.00

Lanes: 0.00 2.00 1.00 0.03 1.97 0.00 2.00 2.94 0.06 0.00 0.00 0.00

Final Sat.: 0 1491 298 41 2935 0 1462 1715 81 0 0 0

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.00 0.45 0.52 0.23 0.23 0.00 0.54 0.47 0.47 0.00 0.00 0.00

Crit Moves:   ** **

Green/Cycle: 0.00 0.43 0.43 0.43 0.43 0.00 0.45 0.45 0.45 0.00 0.00 0.00

Volume/Cap: 0.00 1.03 1.19 0.52 0.52 0.00 1.21 1.04 1.04 0.00 0.00 0.00

Uniform Del: 0.0 17.0 17.0 12.4 12.4 0.0 16.5 16.5 16.5 0.0 0.0 0.0

IncremntDel: 0.0 39.3 100.5 1.5 1.5 0.0 107.0 42.6 42.6 0.0 0.0 0.0

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 0.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00

Delay/Veh: 0.0 56.3 117.5 14.0 14.0 0.0 123.5 59.1 59.1 0.0 0.0 0.0

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 0.0 56.3 117.5 14.0 14.0 0.0 123.5 59.1 59.1 0.0 0.0 0.0

LOS by Move: A E F B B A F E E A A A

HCM2kAvgQ: 0 13 9 5 5 0 20 12 24 0 0 0

 Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to DMJM HARRIS, OAKLAND, CA
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 Level Of Service Computation Report

 2000 HCM Operations Method (Future Volume Alternative)

********************************************************************************

Intersection #1 First / Market / Battery / Bush

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 1.185

Loss Time (sec): 13 Average Delay (sec/veh): 118.7

Optimal Cycle: 180 Level Of Service: F

********************************************************************************

Street Name: First / Battery / Bush Market

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Split Phase Split Phase Permitted Permitted

Rights: Include Include Include Include

Min. Green: 0 0 0 18 18 18 0 29 29 29 29 0

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 0 0 0 0 0 1 0 2 0 2 0 0 1 0 1 0 1 1 0 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 0 0 0 113 1075 262 0 403 254 3 349 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 0 0 0 113 1075 262 0 403 254 3 349 0

Added Vol: 0 0 0 0 78 0 0 0 7 0 0 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 0 0 0 113 1153 262 0 403 261 3 349 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 0 0 0 115 1177 267 0 411 266 3 356 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 0 0 0 115 1177 267 0 411 266 3 356 0

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 0 0 0 115 1177 267 0 411 266 3 356 0

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 1.00 1.00 1.00 0.64 0.71 0.56 1.00 0.73 0.28 0.73 0.73 1.00

Lanes: 0.00 0.00 0.00 1.00 2.00 2.00 0.00 1.00 1.00 0.02 1.98 0.00

Final Sat.: 0 0 0 1211 2706 2131 0 1384 540 24 2768 0

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.10 0.43 0.13 0.00 0.30 0.49 0.13 0.13 0.00

Crit Moves:   ** **

Green/Cycle: 0.00 0.00 0.00 0.30 0.30 0.30 0.00 0.48 0.48 0.48 0.48 0.00

Volume/Cap: 0.00 0.00 0.00 0.32 1.45 0.42 0.00 0.61 1.02 0.27 0.27 0.00

Uniform Del: 0.0 0.0 0.0 16.2 21.0 16.8 0.0 11.4 15.5 9.2 9.2 0.0

IncremntDel: 0.0 0.0 0.0 2.3 209 2.0 0.0 4.2 61.2 0.5 0.5 0.0

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 0.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00

Delay/Veh: 0.0 0.0 0.0 18.5 230 18.8 0.0 15.6 76.7 9.7 9.7 0.0

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 0.0 0.0 0.0 18.5 230 18.8 0.0 15.6 76.7 9.7 9.7 0.0

LOS by Move: A A A B F B A B E A A A

HCM2kAvgQ: 0 0 0 2 37 3 0 7 11 2 2 0

 Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to DMJM HARRIS, OAKLAND, CA

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--------------------------------------------------------------------------------

 Level Of Service Computation Report

 2000 HCM Operations Method (Future Volume Alternative)

********************************************************************************

Intersection #2 Fremont / Market / Front

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 1.284

Loss Time (sec): 11 Average Delay (sec/veh): 265.7

Optimal Cycle: 180 Level Of Service: F

********************************************************************************

Street Name: Fremont / Front Market

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Split Phase Split Phase Permitted Permitted

Rights: Include Include Include Include

Min. Green: 27 27 27 0 0 0 22 22 0 0 22 22

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 0 1 0 1 0 0 0 0 0 0 0 1 1 0 0 0 0 1 1 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 63 1410 321 0 0 0 7 540 0 0 304 15

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 63 1410 321 0 0 0 7 540 0 0 304 15

Added Vol: 0 40 4 0 0 0 0 0 0 0 0 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 63 1450 325 0 0 0 7 540 0 0 304 15

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 64 1480 332 0 0 0 7 551 0 0 310 15

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 64 1480 332 0 0 0 7 551 0 0 310 15

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 64 1480 332 0 0 0 7 551 0 0 310 15

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 0.75 0.60 0.60 1.00 1.00 1.00 0.77 0.62 1.00 1.00 0.62 0.62

Lanes: 0.05 1.59 0.36 0.00 0.00 0.00 0.02 1.98 0.00 0.00 1.91 0.09

Final Sat.: 79 1822 408 0 0 0 30 2327 0 0 2248 111

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.81 0.81 0.81 0.00 0.00 0.00 0.24 0.24 0.00 0.00 0.14 0.14

Crit Moves:   ** **

Green/Cycle: 0.45 0.45 0.45 0.00 0.00 0.00 0.37 0.37 0.00 0.00 0.37 0.37

Volume/Cap: 1.80 1.80 1.80 0.00 0.00 0.00 0.65 0.65 0.00 0.00 0.38 0.38

Uniform Del: 16.5 16.5 16.5 0.0 0.0 0.0 15.8 15.8 0.0 0.0 14.0 14.0

IncremntDel:366.0 366 366.0 0.0 0.0 0.0 3.7 3.7 0.0 0.0 1.3 1.3

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 1.00 1.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00

Delay/Veh: 382.5 383 382.5 0.0 0.0 0.0 19.5 19.5 0.0 0.0 15.2 15.2

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 382.5 383 382.5 0.0 0.0 0.0 19.5 19.5 0.0 0.0 15.2 15.2

LOS by Move: F F F A A A B B A A B B

HCM2kAvgQ: 91 73 73 0 0 0 6 5 0 0 3 3

 Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to DMJM HARRIS, OAKLAND, CA
2030 Project w/ Trans Imp PFri Apr 2, 2010 12:47:02 Page 10-1

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--------------------------------------------------------------------------------

 Level Of Service Computation Report

 2000 HCM Operations Method (Future Volume Alternative)

********************************************************************************

Intersection #3 Second / Mission

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 0.908

Loss Time (sec): 8 Average Delay (sec/veh): 28.8

Optimal Cycle: 81 Level Of Service: C

********************************************************************************

Street Name: Second Mission

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Permitted Permitted Permitted Permitted

Rights: Include Include Include Include

Min. Green: 21 21 21 21 21 21 31 31 31 31 31 31

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 1 0 1 0 1 1 0 1 0 1 0 1 0 1 0 0 1 0 1 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 173 308 128 21 293 60 1 125 540 4 371 125

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 173 308 128 21 293 60 1 125 540 4 371 125

Added Vol: 0 0 0 0 0 0 0 0 24 73 16 5

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 173 308 128 21 293 60 1 125 564 77 387 130

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 177 314 131 21 299 61 1 128 576 79 395 133

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 177 314 131 21 299 61 1 128 576 79 395 133

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 177 314 131 21 299 61 1 128 576 79 395 133

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 0.29 0.62 0.52 0.22 0.49 0.41 0.65 0.43 0.65 0.61 0.40 0.61

Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 0.01 0.99 1.00 0.19 1.48 0.33

Final Sat.: 550 1173 997 416 922 783 7 816 1243 225 1132 380

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.32 0.27 0.13 0.05 0.32 0.08 0.16 0.16 0.46 0.35 0.35 0.35

Crit Moves:   ** **

Green/Cycle: 0.35 0.35 0.35 0.35 0.35 0.35 0.52 0.52 0.52 0.52 0.52 0.52

Volume/Cap: 0.92 0.77 0.37 0.15 0.93 0.22 0.30 0.30 0.90 0.68 0.68 0.68

Uniform Del: 18.7 17.3 14.6 13.4 18.8 13.7 8.3 8.3 13.0 10.8 10.8 10.8

IncremntDel: 46.1 12.8 3.1 2.1 34.5 1.9 0.3 0.3 14.9 4.1 4.1 4.1

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Delay/Veh: 64.8 30.1 17.6 15.5 53.3 15.6 8.6 8.6 28.0 14.8 14.8 14.8

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 64.8 30.1 17.6 15.5 53.3 15.6 8.6 8.6 28.0 14.8 14.8 14.8

LOS by Move: E C B B D B A A C B B B

HCM2kAvgQ: 7 7 2 0 10 1 2 1 10 7 5 7

 Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to DMJM HARRIS, OAKLAND, CA

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 Level Of Service Computation Report

 2000 HCM Operations Method (Future Volume Alternative)

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Intersection #4 First / Mission

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 1.504

Loss Time (sec): 8 Average Delay (sec/veh): 327.1

Optimal Cycle: 180 Level Of Service: F

********************************************************************************

Street Name: First Mission

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Split Phase Split Phase Permitted Permitted

Rights: Include Include Include Include

Min. Green: 0 0 0 23 23 23 0 29 29 29 29 0

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 0 0 0 0 0 0 0 2 1 0 0 0 0 0 1 0 0 1 0 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 0 0 0 0 1536 382 0 0 269 0 0 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 0 0 0 0 1536 382 0 0 269 0 0 0

Added Vol: 0 0 0 0 14 73 0 0 0 0 21 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 0 0 0 0 1550 455 0 0 269 0 21 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 0 0 0 0 1582 464 0 0 274 0 21 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 0 0 0 0 1582 464 0 0 274 0 21 0

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 0 0 0 0 1582 464 0 0 274 0 21 0

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 1.00 1.00 1.00 0.70 0.54 0.54 1.00 0.66 0.23 1.00 0.52 1.00

Lanes: 0.00 0.00 0.00 0.00 2.32 0.68 0.00 0.00 1.00 0.00 1.00 0.00

Final Sat.: 0 0 0 0 2392 702 0 0 428 0 988 0

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.00 0.66 0.66 0.00 0.00 0.64 0.00 0.02 0.00

Crit Moves:   ** **

Green/Cycle: 0.00 0.00 0.00 0.00 0.38 0.38 0.00 0.00 0.48 0.00 0.48 0.00

Volume/Cap: 0.00 0.00 0.00 0.00 1.73 1.73 0.00 0.00 1.33 0.00 0.04 0.00

Uniform Del: 0.0 0.0 0.0 0.0 18.5 18.5 0.0 0.0 15.5 0.0 8.2 0.0

IncremntDel: 0.0 0.0 0.0 0.0 330 329.9 0.0 0.0 177.2 0.0 0.2 0.0

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 0.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 0.00

Delay/Veh: 0.0 0.0 0.0 0.0 348 348.4 0.0 0.0 192.7 0.0 8.4 0.0

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 0.0 0.0 0.0 0.0 348 348.4 0.0 0.0 192.7 0.0 8.4 0.0

LOS by Move: A A A A F F A A F A A A

HCM2kAvgQ: 0 0 0 0 54 54 0 0 16 0 0 0

 Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to DMJM HARRIS, OAKLAND, CA
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 Level Of Service Computation Report

 2000 HCM Operations Method (Future Volume Alternative)

********************************************************************************

Intersection #5 Fremont / Mission

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 1.545

Loss Time (sec): 8 Average Delay (sec/veh): 239.8

Optimal Cycle: 180 Level Of Service: F

********************************************************************************

Street Name: Fremont Mission

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Split Phase Split Phase Permitted Permitted

Rights: Include Include Include Include

Min. Green: 33 33 33 0 0 0 19 19 0 0 19 19

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 0 1 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 0 1536 495 0 0 0 0 0 0 0 0 103

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 0 1536 495 0 0 0 0 0 0 0 0 103

Added Vol: 21 43 24 0 0 0 0 0 0 0 0 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 21 1579 519 0 0 0 0 0 0 0 0 103

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 21 1611 530 0 0 0 0 0 0 0 0 105

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 21 1611 530 0 0 0 0 0 0 0 0 105

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 21 1611 530 0 0 0 0 0 0 0 0 105

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 0.42 0.63 0.22 1.00 1.00 1.00 1.00 0.66 1.00 1.00 0.66 0.74

Lanes: 0.04 1.96 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00

Final Sat.: 31 2339 419 0 0 0 0 0 0 0 0 1408

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.69 0.69 1.26 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.07

Crit Moves:   ** **

Green/Cycle: 0.55 0.55 0.55 0.00 0.00 0.00 0.32 0.32 0.00 0.00 0.32 0.32

Volume/Cap: 1.25 1.25 2.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.23

Uniform Del: 13.5 13.5 13.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 15.0

IncremntDel:120.1 120 598.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.2

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.00

Delay/Veh: 133.6 134 611.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 16.2

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 133.6 134 611.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 16.2

LOS by Move: F F F A A A A A A A A B

HCM2kAvgQ: 28 40 48 0 0 0 0 0 0 0 0 2

 Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to DMJM HARRIS, OAKLAND, CA

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 Level Of Service Computation Report

 2000 HCM Operations Method (Future Volume Alternative)

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Intersection #6 Beale / Mission

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 1.003

Loss Time (sec): 8 Average Delay (sec/veh): 178.2

Optimal Cycle: 131 Level Of Service: F

********************************************************************************

Street Name: Beale Mission

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Split Phase Split Phase Permitted Permitted

Rights: Include Include Include Include

Min. Green: 0 0 0 21 21 21 0 31 31 31 31 0

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 0 0 0 0 0 0 1 1 0 1 0 0 1 0 1 1 0 1 0 1

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 0 0 0 60 1610 19 0 275 258 281 48 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 0 0 0 60 1610 19 0 275 258 281 48 0

Added Vol: 0 0 0 0 4 0 0 24 0 0 0 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 0 0 0 60 1614 19 0 299 258 281 48 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 0 0 0 61 1647 19 0 305 263 287 49 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 0 0 0 61 1647 19 0 305 263 287 49 0

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 0 0 0 61 1647 19 0 305 263 287 49 0

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 1.00 1.00 1.00 0.83 0.83 0.75 1.00 0.57 0.73 0.46 0.57 1.00

Lanes: 0.00 0.00 0.00 0.07 1.93 1.00 0.00 1.00 1.00 1.00 1.00 1.00

Final Sat.: 0 0 0 114 3055 1424 0 1074 1384 869 1074 1900

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.54 0.54 0.01 0.00 0.28 0.19 0.33 0.05 0.00

Crit Moves:   ** **

Green/Cycle: 0.00 0.00 0.00 0.35 0.35 0.35 0.00 0.52 0.52 0.52 0.52 0.00

Volume/Cap: 0.00 0.00 0.00 1.54 1.54 0.04 0.00 0.55 0.37 0.64 0.09 0.00

Uniform Del: 0.0 0.0 0.0 19.5 19.5 12.8 0.0 9.8 8.7 10.5 7.3 0.0

IncremntDel: 0.0 0.0 0.0 247.8 248 0.1 0.0 3.9 1.5 6.8 0.3 0.0

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 0.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00

Delay/Veh: 0.0 0.0 0.0 267.3 267 13.0 0.0 13.7 10.1 17.2 7.7 0.0

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 0.0 0.0 0.0 267.3 267 13.0 0.0 13.7 10.1 17.2 7.7 0.0

LOS by Move: A A A F F B A B B B A A

HCM2kAvgQ: 0 0 0 57 57 0 0 5 3 5 1 0

 Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to DMJM HARRIS, OAKLAND, CA
2030 Project w/ Trans Imp PFri Apr 2, 2010 12:47:02 Page 18-1

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--------------------------------------------------------------------------------

 Level Of Service Computation Report

 2000 HCM Operations Method (Future Volume Alternative)

********************************************************************************

Intersection #7 Main / Mission

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 1.879

Loss Time (sec): 8 Average Delay (sec/veh): 103.0

Optimal Cycle: 180 Level Of Service: F

********************************************************************************

Street Name: Main Mission

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Split Phase Split Phase Permit+Prot Permitted

Rights: Include Include Include Include

Min. Green: 21 21 21 0 0 0 8 31 0 0 19 19

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 0 0 1! 0 0 0 1 0 0 0 1 0 1 1 0 0 1 0 1 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 180 427 173 110 343 0 48 296 0 55 173 79

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 180 427 173 110 343 0 48 296 0 55 173 79

Added Vol: 0 0 0 0 0 0 0 24 0 0 0 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 180 427 173 110 343 0 48 320 0 55 173 79

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 184 436 177 112 350 0 49 327 0 56 177 81

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 184 436 177 112 350 0 49 327 0 56 177 81

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 184 436 177 112 350 0 49 327 0 56 177 81

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 0.81 0.81 0.81 0.87 0.87 1.00 0.47 0.81 0.95 0.77 0.77 0.77

Lanes: 0.23 0.55 0.22 0.24 0.76 0.00 1.00 2.00 0.00 0.36 1.13 0.51

Final Sat.: 356 845 342 402 1254 0 892 3093 0 522 1643 750

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.52 0.52 0.52 0.28 0.28 0.00 0.05 0.11 0.00 0.11 0.11 0.11

Crit Moves:   ** **   ** **

Green/Cycle: 0.35 0.35 0.35 0.00 0.00 0.00 0.51 0.51 0.00 0.00 0.31 0.31

Volume/Cap: 1.47 1.47 1.47 xxxx xxxx 0.00 0.09 0.21 0.00 xxxx 0.35 0.35

Uniform Del: 19.5 19.5 19.5 0.0 0.0 0.0 9.4 8.1 0.0 0.0 16.0 16.0

IncremntDel:223.0 223 223.0 0.0 0.0 0.0 0.3 0.3 0.0 0.0 1.1 1.1

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 1.00 1.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00

Delay/Veh: 242.5 242 242.5 0.0 0.0 0.0 9.8 8.4 0.0 0.0 17.1 17.1

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 242.5 242 242.5 0.0 0.0 0.0 9.8 8.4 0.0 0.0 17.1 17.1

LOS by Move: F F F A A A A A A A B B

HCM2kAvgQ: 48 48 48 8 8 0 1 2 0 3 2 2

 Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to DMJM HARRIS, OAKLAND, CA

2030 Project w/ Trans Imp PFri Apr 2, 2010 12:47:02 Page 20-1

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--------------------------------------------------------------------------------

 Level Of Service Computation Report

 2000 HCM Operations Method (Future Volume Alternative)

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Intersection #8 Second / Howard

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 5.214

Loss Time (sec): 7 Average Delay (sec/veh): 898.0

Optimal Cycle: 180 Level Of Service: F

********************************************************************************

Street Name: Second Howard

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Permitted Permitted Split Phase Split Phase

Rights: Include Include Include Include

Min. Green: 21 21 0 0 21 21 0 0 0 32 32 32

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 1 0 1 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 441 405 387 0 446 527 0 0 0 617 2474 162

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 441 405 387 0 446 527 0 0 0 617 2474 162

Added Vol: 0 0 0 0 0 0 0 0 0 63 122 5

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 441 405 387 0 446 527 0 0 0 680 2596 167

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 450 413 395 0 455 538 0 0 0 694 2649 170

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 450 413 395 0 455 538 0 0 0 694 2649 170

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 450 413 395 0 455 538 0 0 0 694 2649 170

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 0.08 0.42 0.82 0.75 0.44 0.44 1.00 1.00 1.00 0.60 0.60 0.60

Lanes: 1.00 0.67 0.33 1.00 0.46 0.54 0.00 0.00 0.00 0.39 1.51 0.10

Final Sat.: 146 533 509 1425 379 448 0 0 0 452 1727 111

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 3.07 0.78 0.78 0.00 1.20 1.20 0.00 0.00 0.00 1.53 1.53 1.53

Crit Moves:   ** **

Green/Cycle: 0.35 0.35 0.35 0.00 0.35 0.35 0.00 0.00 0.00 0.53 0.53 0.53

Volume/Cap: 3.75 2.22 2.22 0.00 3.43 3.43 0.00 0.00 0.00 2.88 2.88 2.88

Uniform Del: 19.5 19.5 19.5 0.0 19.5 19.5 0.0 0.0 0.0 14.0 14.0 14.0

IncremntDel: 1258 556 556.3 0.0 1103 1103 0.0 0.0 0.0 846.2 846 846.2

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 1.00 1.00

Delay/Veh: 1277 576 575.8 0.0 1122 1122 0.0 0.0 0.0 860.2 860 860.2

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 1277 576 575.8 0.0 1122 1122 0.0 0.0 0.0 860.2 860 860.2

LOS by Move: F F F A F F A A A F F F

HCM2kAvgQ: 50 54 105 0 106 106 0 0 0 183 183 183

 Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to DMJM HARRIS, OAKLAND, CA
2030 Project w/ Trans Imp PFri Apr 2, 2010 12:47:02 Page 22-1

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--------------------------------------------------------------------------------

 Level Of Service Computation Report

 2000 HCM Operations Method (Future Volume Alternative)

********************************************************************************

Intersection #9 First / Howard

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 2.546

Loss Time (sec): 11 Average Delay (sec/veh): 493.5

Optimal Cycle: 180 Level Of Service: F

********************************************************************************

Street Name: First Howard

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Split Phase Split Phase Permitted Permitted

Rights: Include Include Include Include

Min. Green: 0 0 0 0 25 25 0 0 0 24 24 0

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 0 0 0 0 0 1 0 2 1 0 0 0 0 1 0 0 0 2 0 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 0 0 0 76 1144 1093 0 710 80 0 1869 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 0 0 0 76 1144 1093 0 710 80 0 1869 0

Added Vol: 0 0 0 0 37 190 0 0 0 0 0 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 0 0 0 76 1181 1283 0 710 80 0 1869 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 0 0 0 78 1205 1309 0 724 82 0 1907 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 0 0 0 78 1205 1309 0 724 82 0 1907 0

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 0 0 0 78 1205 1309 0 724 82 0 1907 0

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 1.00 1.00 1.00 0.75 0.44 0.52 1.00 0.89 0.89 0.65 0.67 1.00

Lanes: 0.00 0.00 0.00 1.00 2.00 1.00 0.00 0.90 0.10 0.00 2.00 0.00

Final Sat.: 0 0 0 1424 1687 984 0 1515 171 0 2547 0

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.05 0.71 1.33 0.00 0.48 0.48 0.00 0.75 0.00

Crit Moves:   ** **

Green/Cycle: 0.00 0.00 0.00 0.42 0.42 0.42 0.00 0.40 0.40 0.00 0.40 0.00

Volume/Cap: 0.00 0.00 0.00 0.13 1.71 3.19 0.00 1.20 1.20 0.00 1.87 0.00

Uniform Del: 0.0 0.0 0.0 10.8 17.5 17.5 0.0 18.0 18.0 0.0 18.0 0.0

IncremntDel: 0.0 0.0 0.0 0.5 324 989.9 0.0 102 102.0 0.0 396 0.0

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 0.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 0.00

Delay/Veh: 0.0 0.0 0.0 11.3 342 1007 0.0 120 120.0 0.0 414 0.0

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 0.0 0.0 0.0 11.3 342 1007 0.0 120 120.0 0.0 414 0.0

LOS by Move: A A A B F F A F F A F A

HCM2kAvgQ: 0 0 0 1 48 149 0 35 35 0 75 0

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 Level Of Service Computation Report

 2000 HCM Operations Method (Future Volume Alternative)

********************************************************************************

Intersection #10 Fremont / Howard

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 4.395

Loss Time (sec): 12 Average Delay (sec/veh): 462.0

Optimal Cycle: 180 Level Of Service: F

********************************************************************************

Street Name: Fremont Howard

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Split Phase Split Phase Permitted Permitted

Rights: Include Include Include Include

Min. Green: 21 21 21 0 0 0 0 0 0 0 27 27

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 1 0 2 1 0 0 0 0 0 0 0 1 0 0 0 0 0 1 1 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 580 1312 339 0 0 0 407 221 0 0 1512 159

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 580 1312 339 0 0 0 407 221 0 0 1512 159

Added Vol: 0 289 0 0 0 0 0 0 0 0 0 13

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 580 1601 339 0 0 0 407 221 0 0 1512 172

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 592 1634 346 0 0 0 415 226 0 0 1543 176

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 592 1634 346 0 0 0 415 226 0 0 1543 176

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 592 1634 346 0 0 0 415 226 0 0 1543 176

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 0.75 0.78 0.78 1.00 1.00 1.00 0.11 0.11 1.00 1.00 0.82 0.82

Lanes: 1.00 2.48 0.52 0.00 0.00 0.00 0.65 0.35 0.00 0.00 1.80 0.20

Final Sat.: 1424 3677 779 0 0 0 135 73 0 0 2805 319

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.42 0.44 0.44 0.00 0.00 0.00 3.07 3.07 0.00 0.00 0.55 0.55

Crit Moves:   ** **

Green/Cycle: 0.35 0.35 0.35 0.00 0.00 0.00 0.45 0.45 0.00 0.00 0.45 0.45

Volume/Cap: 1.19 1.27 1.27 0.00 0.00 0.00 6.83 6.83 0.00 0.00 1.22 1.22

Uniform Del: 19.5 19.5 19.5 0.0 0.0 0.0 16.5 16.5 0.0 0.0 16.5 16.5

IncremntDel:102.9 126 126.4 0.0 0.0 0.0 2644 2644 0.0 0.0 107 106.7

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 1.00 1.00 1.00 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00

Delay/Veh: 122.4 146 145.9 0.0 0.0 0.0 2660 2660 0.0 0.0 123 123.2

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 122.4 146 145.9 0.0 0.0 0.0 2660 2660 0.0 0.0 123 123.2

LOS by Move: F F F A A A F F A A F F

HCM2kAvgQ: 26 35 35 0 0 0 80 80 0 0 40 40

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 Level Of Service Computation Report

 2000 HCM Operations Method (Future Volume Alternative)

********************************************************************************

Intersection #11 Beale / Howard

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 1.771

Loss Time (sec): 10 Average Delay (sec/veh): 222.7

Optimal Cycle: 180 Level Of Service: F

********************************************************************************

Street Name: Beale Howard

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Split Phase Split Phase Permitted Permitted

Rights: Include Include Include Include

Min. Green: 0 0 0 31 31 31 0 19 19 19 19 0

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 0 0 0 0 0 1 0 1 1 0 0 0 0 1 0 0 1 1 0 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 0 0 0 158 994 894 0 590 55 0 594 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 0 0 0 158 994 894 0 590 55 0 594 0

Added Vol: 0 0 0 0 0 4 0 0 0 0 9 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 0 0 0 158 994 898 0 590 55 0 603 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 0 0 0 161 1014 916 0 602 56 0 615 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 0 0 0 161 1014 916 0 602 56 0 615 0

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 0 0 0 161 1014 916 0 602 56 0 615 0

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 1.00 1.00 1.00 1.25 0.78 0.44 1.00 0.89 0.89 0.95 0.67 1.00

Lanes: 0.00 0.00 0.00 1.00 1.00 1.00 0.00 0.91 0.09 0.00 2.00 0.00

Final Sat.: 0 0 0 2379 1479 843 0 1547 144 0 2537 0

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.07 0.69 1.09 0.00 0.39 0.39 0.00 0.24 0.00

Crit Moves:   ** **

Green/Cycle: 0.00 0.00 0.00 0.52 0.52 0.52 0.00 0.32 0.32 0.00 0.32 0.00

Volume/Cap: 0.00 0.00 0.00 0.13 1.33 2.10 0.00 1.23 1.23 0.00 0.77 0.00

Uniform Del: 0.0 0.0 0.0 7.5 14.5 14.5 0.0 20.5 20.5 0.0 18.5 0.0

IncremntDel: 0.0 0.0 0.0 0.2 152 500.4 0.0 119 118.7 0.0 6.9 0.0

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 0.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 0.00

Delay/Veh: 0.0 0.0 0.0 7.7 167 514.9 0.0 139 139.2 0.0 25.4 0.0

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 0.0 0.0 0.0 7.7 167 514.9 0.0 139 139.2 0.0 25.4 0.0

LOS by Move: A A A A F F A F F A C A

HCM2kAvgQ: 0 0 0 2 54 81 0 31 31 0 7 0

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--------------------------------------------------------------------------------

 Level Of Service Computation Report

 2000 HCM Operations Method (Future Volume Alternative)

********************************************************************************

Intersection #12 Main / Howard

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 3.376

Loss Time (sec): 7 Average Delay (sec/veh): 523.9

Optimal Cycle: 180 Level Of Service: F

********************************************************************************

Street Name: Main Howard

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Permitted Permitted Permitted Permitted

Rights: Include Include Include Include

Min. Green: 20 20 20 0 0 0 33 33 0 0 25 25

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 0 0 1! 0 0 0 0 1 0 0 0 1 0 0 0 0 1 0 1 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 87 779 17 0 409 0 205 381 0 87 446 70

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 87 779 17 0 409 0 205 381 0 87 446 70

Added Vol: 3 0 0 0 0 0 0 0 0 0 7 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 90 779 17 0 409 0 205 381 0 87 453 70

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 92 795 17 0 417 0 209 389 0 89 462 71

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 92 795 17 0 417 0 209 389 0 89 462 71

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 92 795 17 0 417 0 209 389 0 89 462 71

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 0.81 0.81 0.81 1.00 0.90 1.00 0.13 0.13 0.25 0.26 0.26 0.26

Lanes: 0.10 0.88 0.02 0.00 1.00 0.00 0.35 0.65 0.00 0.28 1.49 0.23

Final Sat.: 157 1359 30 0 1710 0 87 162 0 138 721 111

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.58 0.58 0.58 0.00 0.24 0.00 2.40 2.40 0.00 0.64 0.64 0.64

Crit Moves:   ** **

Green/Cycle: 0.33 0.33 0.33 0.00 0.33 0.00 0.55 0.55 0.00 0.55 0.55 0.55

Volume/Cap: 1.75 1.75 1.75 0.00 0.73 0.00 4.36 4.36 0.00 1.17 1.17 1.17

Uniform Del: 20.0 20.0 20.0 0.0 17.6 0.0 13.5 13.5 0.0 13.5 13.5 13.5

IncremntDel:347.3 347 347.3 0.0 8.1 0.0 1529 1529 0.0 93.6 93.6 93.6

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00

Delay/Veh: 367.3 367 367.3 0.0 25.7 0.0 1542 1542 0.0 107.1 107 107.1

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 367.3 367 367.3 0.0 25.7 0.0 1542 1542 0.0 107.1 107 107.1

LOS by Move: F F F A C A F F A F F F

HCM2kAvgQ: 66 66 66 0 9 0 69 69 0 15 15 15

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 Level Of Service Computation Report

 2000 HCM Operations Method (Future Volume Alternative)

********************************************************************************

Intersection #13 Spear / Howard

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 1.040

Loss Time (sec): 7 Average Delay (sec/veh): 45.8

Optimal Cycle: 180 Level Of Service: D

********************************************************************************

Street Name: Spear Howard

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Permitted Permitted Permitted Permitted

Rights: Include Include Include Include

Min. Green: 0 0 0 25 25 25 0 28 28 28 28 0

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 1 0 1 0 0 1 0 1 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 42 254 83 97 238 200 39 328 87 124 400 71

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 42 254 83 97 238 200 39 328 87 124 400 71

Added Vol: 0 0 0 0 0 2 0 0 0 0 5 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 42 254 83 97 238 202 39 328 87 124 405 71

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 43 259 85 99 243 206 40 335 89 127 413 72

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 43 259 85 99 243 206 40 335 89 127 413 72

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 43 259 85 99 243 206 40 335 89 127 413 72

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 0.81 0.81 0.81 0.65 0.65 0.65 0.72 0.36 0.36 0.32 0.32 0.64

Lanes: 0.11 0.67 0.22 0.18 0.44 0.38 0.09 1.51 0.40 0.44 1.43 0.13

Final Sat.: 170 1026 335 224 550 467 122 1026 272 265 866 152

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.25 0.25 0.25 0.44 0.44 0.44 0.33 0.33 0.33 0.48 0.48 0.48

Crit Moves:   ** **

Green/Cycle: 0.42 0.42 0.42 0.42 0.42 0.42 0.47 0.47 0.47 0.47 0.47 0.47

Volume/Cap: 0.61 0.61 0.61 1.06 1.06 1.06 0.70 0.70 0.70 1.02 1.02 1.02

Uniform Del: 13.7 13.7 13.7 17.5 17.5 17.5 12.7 12.7 12.7 16.0 16.0 16.0

IncremntDel: 4.2 4.2 4.2 56.4 56.4 56.4 6.0 6.0 6.0 42.7 42.7 42.7

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Delay/Veh: 17.9 17.9 17.9 73.9 73.9 73.9 18.7 18.7 18.7 58.7 58.7 58.7

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 17.9 17.9 17.9 73.9 73.9 73.9 18.7 18.7 18.7 58.7 58.7 58.7

LOS by Move: B B B E E E B B B E E E

HCM2kAvgQ: 7 7 7 20 20 20 8 5 5 8 8 15

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--------------------------------------------------------------------------------

 Level Of Service Computation Report

 2000 HCM Operations Method (Future Volume Alternative)

********************************************************************************

Intersection #14 Second / Folsom

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 2.358

Loss Time (sec): 7 Average Delay (sec/veh): 374.2

Optimal Cycle: 180 Level Of Service: F

********************************************************************************

Street Name: Second Folsom

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Permitted Permit+Prot Split Phase Split Phase

Rights: Include Include Include Include

Min. Green: 0 21 21 7 32 0 21 21 21 0 0 0

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 0 0 1 1 0 1 0 1 0 0 0 1 2 0 1 0 0 0 0 1

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 0 402 138 248 1024 0 483 1288 172 0 0 228

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 0 402 138 248 1024 0 483 1288 172 0 0 228

Added Vol: 0 0 70 9 55 0 0 113 0 0 0 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 0 402 208 257 1079 0 483 1401 172 0 0 228

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 0 410 212 262 1101 0 493 1430 176 0 0 233

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 0 410 212 262 1101 0 493 1430 176 0 0 233

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 0 410 212 262 1101 0 493 1430 176 0 0 233

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 1.00 0.80 0.80 0.12 0.44 1.00 0.79 0.50 0.72 1.00 1.00 0.78

Lanes: 0.00 1.32 0.68 1.00 1.00 0.00 0.54 2.46 1.00 0.00 0.00 1.00

Final Sat.: 0 1991 1030 236 838 0 806 2337 1367 0 0 1479

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.00 0.21 0.21 1.11 1.31 0.00 0.61 0.61 0.13 0.00 0.00 0.16

Crit Moves:   ** **  

Green/Cycle: 0.35 0.35 0.35 0.53 0.53 0.00 0.35 0.35 0.35 0.00 0.00 0.00

Volume/Cap: 0.00 0.59 0.59 2.20 2.48 0.00 1.75 1.75 0.37 0.00 0.00 xxxx

Uniform Del: 0.0 16.0 16.0 20.9 14.1 0.0 19.5 19.5 14.5 0.0 0.0 0.0

IncremntDel: 0.0 2.4 2.4 564.6 672 0.0 340.2 340 2.2 0.0 0.0 0.0

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 0.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00

Delay/Veh: 0.0 18.4 18.4 585.5 687 0.0 359.7 360 16.7 0.0 0.0 0.0

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 0.0 18.4 18.4 585.5 687 0.0 359.7 360 16.7 0.0 0.0 0.0

LOS by Move: A B B F F A F F B A A A

HCM2kAvgQ: 0 6 6 24 102 0 73 47 2 0 0 4

 Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to DMJM HARRIS, OAKLAND, CA
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--------------------------------------------------------------------------------

 Level Of Service Computation Report

 2000 HCM Operations Method (Future Volume Alternative)

** ******************************************************************************

Intersection #15 First / Folsom

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 1.339

Loss Time (sec): 9 Average Delay (sec/veh): 162.1

Optimal Cycle: 180 Level Of Service: F

********************************************************************************

Street Name: First Folsom

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Split Phase Split Phase Permitted Protected

Rights: Include Include Include Include

Min. Green: 0 0 0 30 30 0 0 12 12 9 0 0

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 0 0 0 0 0 0 1 2 1 0 0 0 2 0 1 1 0 1 0 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 0 0 0 290 879 0 0 569 329 453 228 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 0 0 0 290 879 0 0 569 329 453 228 0

Added Vol: 0 0 0 5 31 0 0 185 0 0 0 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 0 0 0 295 910 0 0 754 329 453 228 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 0 0 0 301 929 0 0 769 336 462 233 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 0 0 0 301 929 0 0 769 336 462 233 0

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 0 0 0 301 929 0 0 769 336 462 233 0

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 1.00 1.00 1.00 0.32 0.31 0.91 1.00 0.84 0.52 0.86 0.90 1.00

Lanes: 0.00 0.00 0.00 0.94 3.06 0.00 0.00 2.00 1.00 1.00 1.00 0.00

Final Sat.: 0 0 0 582 1795 0 0 3184 997 1625 1710 0

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.52 0.52 0.00 0.00 0.24 0.34 0.28 0.14 0.00

Crit Moves:   ** **  

Green/Cycle: 0.00 0.00 0.00 0.50 0.50 0.00 0.00 0.20 0.20 0.15 0.35 0.00

Volume/Cap: 0.00 0.00 0.00 1.03 1.03 0.00 0.00 1.21 1.68 1.90 0.39 0.00

Uniform Del: 0.0 0.0 0.0 15.0 15.0 0.0 0.0 24.0 24.0 25.5 14.7 0.0

IncremntDel: 0.0 0.0 0.0 35.4 35.4 0.0 0.0 108 328.4 418.7 1.9 0.0

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 0.00 0.00 0.00 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 0.00

Delay/Veh: 0.0 0.0 0.0 50.4 50.4 0.0 0.0 132 352.4 444.2 16.6 0.0

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 0.0 0.0 0.0 50.4 50.4 0.0 0.0 132 352.4 444.2 16.6 0.0

LOS by Move: A A A D D A A F F F B A

HCM2kAvgQ: 0 0 0 13 13 0 0 19 25 37 3 0

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--------------------------------------------------------------------------------

 Level Of Service Computation Report

 2000 HCM Operations Method (Future Volume Alternative)

** ******************************************************************************

Intersection #16 Fremont / Folsom / I-80 WB Off-Ramp

********************************************************************************

Cycle (sec): 75 Critical Vol./Cap.(X): 1.072

Loss Time (sec): 16 Average Delay (sec/veh): 312.8

Optimal Cycle: 180 Level Of Service: F

********************************************************************************

Street Name: Fremont / I-80 WB Off-Ramp Folsom

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Split Phase Split Phase Permitted Permitted

Rights: Include Include Include Include

Min. Green: 0 19 19 19 19 0 21 21 21 0 0 0

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 0 1 0 1 0 1 0 0 1 0 0 1 0 1 0 0 1 0 1 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 32 32 15 290 103 0 216 510 183 0 649 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 32 32 15 290 103 0 216 510 183 0 649 0

Added Vol: 0 3 0 0 0 0 187 3 0 0 0 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 32 35 15 290 103 0 403 513 183 0 649 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 33 36 15 296 105 0 411 523 187 0 662 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 33 36 15 296 105 0 411 523 187 0 662 0

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 33 36 15 296 105 0 411 523 187 0 662 0

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 0.80 0.80 0.80 0.86 0.90 1.00 0.47 0.47 0.47 0.95 0.86 0.95

Lanes: 0.78 0.85 0.37 1.00 1.00 0.00 0.73 0.94 0.33 0.00 2.00 0.00

Final Sat.: 1186 1297 556 1625 1710 0 649 826 295 0 3249 0

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.03 0.03 0.03 0.18 0.06 0.00 0.63 0.63 0.63 0.00 0.20 0.00

Crit Moves:   ** **  

Green/Cycle: 0.25 0.25 0.25 0.25 0.25 0.00 0.28 0.28 0.28 0.00 0.28 0.00

Volume/Cap: 0.11 0.11 0.11 0.72 0.24 0.00 2.26 2.26 2.26 0.00 0.73 0.00

Uniform Del: 21.5 21.5 21.5 25.6 22.3 0.0 27.0 27.0 27.0 0.0 24.4 0.0

IncremntDel: 0.3 0.3 0.3 10.3 1.3 0.0 575.0 575 575.0 0.0 5.1 0.0

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00

Delay/Veh: 21.8 21.8 21.8 35.9 23.6 0.0 602.0 602 602.0 0.0 29.5 0.0

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 21.8 21.8 21.8 35.9 23.6 0.0 602.0 602 602.0 0.0 29.5 0.0

LOS by Move: C C C D C A F F F A C A

HCM2kAvgQ: 1 1 1 8 2 0 54 54 54 0 8 0

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--------------------------------------------------------------------------------

 Level Of Service Computation Report

 2000 HCM Operations Method (Future Volume Alternative)

** ******************************************************************************

Intersection #17 Beale / Folsom

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 1.726

Loss Time (sec): 8 Average Delay (sec/veh): 221.7

Optimal Cycle: 180 Level Of Service: F

********************************************************************************

Street Name: Beale Folsom

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Permitted Permitted Split Phase Split Phase

Rights: Include Include Include Include

Min. Green: 0 0 23 23 23 0 0 29 29 0 0 0

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 1 0 0 0 1 0 1 0 1 0 0 0 1 1 0 0 1 1 0 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 0 0 98 170 578 453 0 808 74 74 196 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 0 0 98 170 578 453 0 808 74 74 196 0

Added Vol: 0 0 0 0 0 0 0 3 0 0 0 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 0 0 98 170 578 453 0 811 74 74 196 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 0 0 100 173 590 462 0 828 76 76 200 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 0 0 100 173 590 462 0 828 76 76 200 0

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 0 0 100 173 590 462 0 828 76 76 200 0

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 1.00 1.00 0.75 0.71 0.71 0.71 1.00 0.25 0.25 0.84 0.84 1.00

Lanes: 1.00 0.00 1.00 0.28 0.97 0.75 0.00 1.83 0.17 0.55 1.45 0.00

Final Sat.: 1900 0 1424 384 1305 1023 0 864 79 878 2326 0

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.07 0.45 0.45 0.45 0.00 0.96 0.96 0.09 0.09 0.00

Crit Moves:   ** **  

Green/Cycle: 0.00 0.00 0.38 0.38 0.38 0.38 0.00 0.48 0.48 0.00 0.00 0.00

Volume/Cap: 0.00 0.00 0.18 1.18 1.18 1.18 0.00 1.98 1.98 xxxx xxxx 0.00

Uniform Del: 0.0 0.0 12.3 18.5 18.5 18.5 0.0 15.5 15.5 0.0 0.0 0.0

IncremntDel: 0.0 0.0 0.7 90.7 90.7 90.7 0.0 450 449.6 0.0 0.0 0.0

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 0.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 0.00

Delay/Veh: 0.0 0.0 13.0 109.2 109 109.2 0.0 465 465.1 0.0 0.0 0.0

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 0.0 0.0 13.0 109.2 109 109.2 0.0 465 465.1 0.0 0.0 0.0

LOS by Move: A A B F F F A F F A A A

HCM2kAvgQ: 0 0 1 28 28 28 0 39 39 2 2 0

 Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to DMJM HARRIS, OAKLAND, CA

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--------------------------------------------------------------------------------

 Level Of Service Computation Report

 2000 HCM Operations Method (Future Volume Alternative)

** ******************************************************************************

Intersection #18 Main / Folsom

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 1.756

Loss Time (sec): 10 Average Delay (sec/veh): 202.2

Optimal Cycle: 180 Level Of Service: F

********************************************************************************

Street Name: Main Folsom

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Split Phase Split Phase Permitted Permitted

Rights: Include Include Include Include

Min. Green: 0 19 19 0 0 0 31 31 31 31 0 31

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 0 1 0 0 1 0 0 1! 0 0 0 1 0 1 0 0 1 0 1 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 196 172 31 74 271 149 45 979 343 5 0 217

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 196 172 31 74 271 149 45 979 343 5 0 217

Added Vol: 0 1 0 0 0 0 1 1 0 0 0 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 196 173 31 74 271 149 46 980 343 5 0 217

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 200 177 32 76 277 152 47 1000 350 5 0 221

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 200 177 32 76 277 152 47 1000 350 5 0 221

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 200 177 32 76 277 152 47 1000 350 5 0 221

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 0.86 0.73 0.75 0.86 0.86 0.86 0.67 0.41 0.37 0.66 0.95 0.66

Lanes: 0.49 0.51 1.00 0.15 0.55 0.30 0.04 1.42 0.54 1.00 0.00 1.00

Final Sat.: 801 707 1424 244 893 491 52 1107 387 1262 0 1262

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.25 0.25 0.02 0.31 0.31 0.31 0.90 0.90 0.90 0.00 0.00 0.18

Crit Moves:   ** **  

Green/Cycle: 0.32 0.32 0.32 0.00 0.00 0.00 0.52 0.52 0.52 0.52 0.00 0.52

Volume/Cap: 0.79 0.79 0.07 xxxx xxxx xxxx 1.75 1.75 1.75 0.01 0.00 0.34

Uniform Del: 18.7 18.7 14.3 0.0 0.0 0.0 14.5 14.5 14.5 7.0 0.0 8.5

IncremntDel: 12.4 12.4 0.3 0.0 0.0 0.0 342.2 342 342.2 0.0 0.0 1.4

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 1.00 1.00 1.00 0.00 0.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00

Delay/Veh: 31.1 31.1 14.6 0.0 0.0 0.0 356.7 357 356.7 7.0 0.0 9.9

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 31.1 31.1 14.6 0.0 0.0 0.0 356.7 357 356.7 7.0 0.0 9.9

LOS by Move: C C B A A A F F F A A A

HCM2kAvgQ: 8 7 0 8 8 8 88 54 50 0 0 3

 Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to DMJM HARRIS, OAKLAND, CA
2030 Project w/ Trans Imp PFri Apr 2, 2010 12:47:02 Page 42-1

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--------------------------------------------------------------------------------

 Level Of Service Computation Report

 2000 HCM Operations Method (Future Volume Alternative)

** ******************************************************************************

Intersection #19 Spear / Folsom

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 2.490

Loss Time (sec): 8 Average Delay (sec/veh): 553.5

Optimal Cycle: 180 Level Of Service: F

********************************************************************************

Street Name: Spear Folsom

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Permitted Permitted Permitted Permitted

Rights: Include Include Include Include

Min. Green: 0 0 0 23 23 23 0 29 29 29 29 0

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 0 0 1! 0 0 0 0 1! 0 0 0 1 0 1 0 0 1 0 1 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 23 23 137 164 328 82 292 676 55 19 107 65

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 23 23 137 164 328 82 292 676 55 19 107 65

Added Vol: 0 0 0 0 0 0 0 1 0 0 0 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 23 23 137 164 328 82 292 677 55 19 107 65

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 23 23 140 167 335 84 298 691 56 19 109 66

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 23 23 140 167 335 84 298 691 56 19 109 66

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 23 23 140 167 335 84 298 691 56 19 109 66

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 0.75 0.75 0.75 0.29 0.29 0.29 0.66 0.20 0.20 0.68 0.68 0.68

Lanes: 0.12 0.13 0.75 0.29 0.57 0.14 0.21 1.66 0.13 0.20 1.12 0.68

Final Sat.: 179 179 1068 160 320 80 268 621 50 259 1457 885

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.13 0.13 0.13 1.05 1.05 1.05 1.11 1.11 1.11 0.07 0.07 0.07

Crit Moves:   ** **

Green/Cycle: 0.38 0.38 0.38 0.38 0.38 0.38 0.48 0.48 0.48 0.48 0.48 0.48

Volume/Cap: 0.34 0.34 0.34 2.73 2.73 2.73 2.30 2.30 2.30 0.15 0.15 0.15

Uniform Del: 13.1 13.1 13.1 18.5 18.5 18.5 15.5 15.5 15.5 8.7 8.7 8.7

IncremntDel: 1.7 1.7 1.7 791.7 792 791.7 591.9 592 591.9 0.3 0.3 0.3

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Delay/Veh: 14.8 14.8 14.8 810.2 810 810.2 607.4 607 607.4 8.9 8.9 8.9

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 14.8 14.8 14.8 810.2 810 810.2 607.4 607 607.4 8.9 8.9 8.9

LOS by Move: B B B F F F F F F A A A

HCM2kAvgQ: 3 3 3 58 58 58 130 40 40 1 1 1

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--------------------------------------------------------------------------------

 Level Of Service Computation Report

 2000 HCM Operations Method (Future Volume Alternative)

********************************************************************************

Intersection #20 The Embarcadero / Folsom

********************************************************************************

Cycle (sec): 90 Critical Vol./Cap.(X): 1.191

Loss Time (sec): 10 Average Delay (sec/veh): 144.6

Optimal Cycle: 180 Level Of Service: F

********************************************************************************

Street Name: The Embarcadero Folsom

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Protected Protected Split Phase Split Phase

Rights: Include Include Include Include

Min. Green: 12 49 0 0 32 32 31 0 31 0 0 0

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 1 0 2 0 0 0 0 1 1 0 1 0 0 0 1 0 0 0 0 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 249 2051 0 0 1596 32 541 0 377 0 0 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 249 2051 0 0 1596 32 541 0 377 0 0 0

Added Vol: 0 0 0 0 0 0 0 0 1 0 0 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 249 2051 0 0 1596 32 541 0 378 0 0 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 254 2093 0 0 1629 33 552 0 386 0 0 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 254 2093 0 0 1629 33 552 0 386 0 0 0

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 254 2093 0 0 1629 33 552 0 386 0 0 0

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 0.93 0.74 1.00 1.00 1.02 0.93 0.93 1.00 0.83 1.00 1.00 1.00

Lanes: 1.00 2.00 0.00 0.00 1.96 0.04 1.00 0.00 1.00 0.00 0.00 0.00

Final Sat.: 1769 2802 0 0 3796 76 1769 0 1583 0 0 0

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.14 0.75 0.00 0.00 0.43 0.43 0.31 0.00 0.24 0.00 0.00 0.00

Crit Moves:   ** **  

Green/Cycle: 0.13 0.54 0.00 0.00 0.35 0.35 0.34 0.00 0.34 0.00 0.00 0.00

Volume/Cap: 1.10 1.38 0.00 0.00 1.23 1.23 0.92 0.00 0.72 0.00 0.00 0.00

Uniform Del: 39.2 20.7 0.0 0.0 29.3 29.3 28.5 0.0 25.9 0.0 0.0 0.0

IncremntDel: 90.3 177 0.0 0.0 108 108.3 21.2 0.0 8.0 0.0 0.0 0.0

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00

Delay/Veh: 129.5 197 0.0 0.0 138 137.6 49.7 0.0 33.9 0.0 0.0 0.0

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 129.5 197 0.0 0.0 138 137.6 49.7 0.0 33.9 0.0 0.0 0.0

LOS by Move: F F A A F F D A C A A A

HCM2kAvgQ: 10 66 0 0 42 39 14 0 9 0 0 0

 Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to DMJM HARRIS, OAKLAND, CA
2030 Project w/ Trans Imp PFri Apr 2, 2010 12:47:02 Page 46-1

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--------------------------------------------------------------------------------

 Level Of Service Computation Report

 2000 HCM Operations Method (Future Volume Alternative)

** ******************************************************************************

Intersection #21 Second / Harrison

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 1.557

Loss Time (sec): 10 Average Delay (sec/veh): 186.7

Optimal Cycle: 180 Level Of Service: F

********************************************************************************

Street Name: Second Harrison

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Permitted Permitted Permitted Permitted

Rights: Include Include Include Include

Min. Green: 29 29 29 29 29 29 21 21 21 21 21 21

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 0 1 1 0 2 0 1 0 1 0 0 1 0 1 0 1 0 1 1 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 74 462 870 223 566 490 20 243 27 134 727 72

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 74 462 870 223 566 490 20 243 27 134 727 72

Added Vol: 0 70 0 0 22 33 0 1 0 0 0 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 74 532 870 223 588 523 20 244 27 134 727 72

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 76 543 888 228 600 534 20 249 28 137 742 73

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 76 543 888 228 600 534 20 249 28 137 742 73

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 76 543 888 228 600 534 20 249 28 137 742 73

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 0.52 0.52 0.40 0.16 0.54 0.54 0.73 0.18 0.73 0.40 0.65 0.65

Lanes: 0.24 1.76 2.00 0.81 0.63 0.56 0.04 1.91 0.05 1.00 1.82 0.18

Final Sat.: 242 1739 1504 247 650 579 54 663 73 757 2260 224

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.31 0.31 0.59 0.92 0.92 0.92 0.38 0.38 0.38 0.18 0.33 0.33

Crit Moves:   ** **

Green/Cycle: 0.48 0.48 0.48 0.48 0.48 0.48 0.35 0.35 0.35 0.35 0.35 0.35

Volume/Cap: 0.65 0.65 1.22 1.91 1.91 1.91 1.07 1.07 1.07 0.52 0.94 0.94

Uniform Del: 11.6 11.6 15.5 15.5 15.5 15.5 19.5 19.5 19.5 15.5 18.9 18.9

IncremntDel: 3.4 3.4 111.7 414.0 414 414.0 74.6 74.6 74.6 7.0 18.7 18.7

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Delay/Veh: 15.0 15.0 127.2 429.5 429 429.5 94.1 94.1 94.1 22.5 37.6 37.6

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 15.0 15.0 127.2 429.5 429 429.5 94.1 94.1 94.1 22.5 37.6 37.6

LOS by Move: B B F F F F F F F C D D

HCM2kAvgQ: 6 6 24 25 78 78 20 7 20 3 13 13

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 Level Of Service Computation Report

 2000 HCM Operations Method (Future Volume Alternative)

********************************************************************************

Intersection #22 First / Harrison / I-80 EB On-Ramp

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 1.513

Loss Time (sec): 8 Average Delay (sec/veh): 161.9

Optimal Cycle: 180 Level Of Service: F

********************************************************************************

Street Name: First Harrison

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Permitted Permitted Permitted Permit+Prot

Rights: Include Include Include Include

Min. Green: 31 0 31 31 31 31 0 6 6 11 21 0

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 0 0 1! 0 0 1 0 2 0 1 0 0 1 1 0 1 1 1 0 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 1 0 1 21 1488 267 0 66 11 955 654 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 1 0 1 21 1488 267 0 66 11 955 654 0

Added Vol: 0 0 0 2 30 0 0 1 0 0 0 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 1 0 1 23 1518 267 0 67 11 955 654 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 1 0 1 23 1549 272 0 68 11 974 667 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 1 0 1 23 1549 272 0 68 11 974 667 0

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 1 0 1 23 1549 272 0 68 11 974 667 0

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 0.72 1.00 0.72 0.15 0.52 0.36 1.00 0.80 0.16 0.70 0.78 1.00

Lanes: 0.50 0.00 0.50 1.00 2.00 1.00 0.00 1.10 0.90 1.82 1.18 0.00

Final Sat.: 681 0 681 287 1990 685 0 1663 273 2422 1758 0

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.08 0.78 0.40 0.00 0.04 0.04 0.40 0.38 0.00

Crit Moves:   ** **

Green/Cycle: 0.52 0.00 0.52 0.52 0.52 0.52 0.10 0.10 0.10 0.35 0.35 0.00

Volume/Cap: 0.00 0.00 0.00 0.16 1.50 0.76 0.00 0.41 0.41 1.27 1.08 0.00

Uniform Del: 6.9 0.0 6.9 7.5 14.4 11.5 0.0 25.3 25.3 22.6 19.5 0.0

IncremntDel: 0.0 0.0 0.0 2.2 229 14.5 0.0 6.3 6.3 126.6 49.8 0.0

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 1.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00

Delay/Veh: 6.9 0.0 6.9 9.8 243 25.9 0.0 31.7 31.7 149.2 69.3 0.0

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 6.9 0.0 6.9 9.8 243 25.9 0.0 31.7 31.7 149.2 69.3 0.0

LOS by Move: A A A A F C A C C F E A

HCM2kAvgQ: 0 0 0 0 50 6 0 2 1 24 16 0

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 Level Of Service Computation Report

 2000 HCM Operations Method (Future Volume Alternative)

********************************************************************************

Intersection #23 Fremont / Harrison / I-80 WB Off-Ramp

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 0.911

Loss Time (sec): 10 Average Delay (sec/veh): 80.0

Optimal Cycle: 83 Level Of Service: E

********************************************************************************

Street Name: Fremont / I-80 WB Off-Ramp Harrison

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Split Phase Split Phase Permitted Permitted

Rights: Include Include Include Include

Min. Green: 0 0 0 0 0 21 29 29 0 0 29 29

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 2 1 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 0 0 0 0 0 279 5 89 0 0 1317 74

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 0 0 0 0 0 279 5 89 0 0 1317 74

Added Vol: 0 0 0 0 0 0 3 0 0 0 0 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 0 0 0 0 0 279 8 89 0 0 1317 74

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 0 0 0 0 0 285 8 91 0 0 1344 76

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 0 0 0 0 0 285 8 91 0 0 1344 76

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 0 0 0 0 0 285 8 91 0 0 1344 76

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 0.95 0.95 0.95 1.00 1.00 0.76 0.80 0.80 1.00 1.00 0.43 0.79

Lanes: 0.00 0.00 2.00 0.00 0.00 1.00 0.08 0.92 0.00 0.00 2.91 0.09

Final Sat.: 0 0 3610 0 0 1435 125 1388 0 0 2397 135

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.00 0.00 0.00 0.00 0.00 0.20 0.07 0.07 0.00 0.00 0.56 0.56

Crit Moves:   ** **

Green/Cycle: 0.00 0.00 0.00 0.00 0.00 0.35 0.48 0.48 0.00 0.00 0.48 0.48

Volume/Cap: 0.00 0.00 0.00 0.00 0.00 0.57 0.14 0.14 0.00 0.00 1.16 1.16

Uniform Del: 0.0 0.0 0.0 0.0 0.0 15.8 8.6 8.6 0.0 0.0 15.5 15.5

IncremntDel: 0.0 0.0 0.0 0.0 0.0 4.6 0.4 0.4 0.0 0.0 81.4 81.4

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 0.00 0.00 0.00 0.00 0.00 1.00 1.00 1.00 0.00 0.00 1.00 1.00

Delay/Veh: 0.0 0.0 0.0 0.0 0.0 20.4 9.0 9.0 0.0 0.0 96.9 96.9

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 0.0 0.0 0.0 0.0 0.0 20.4 9.0 9.0 0.0 0.0 96.9 96.9

LOS by Move: A A A A A C A A A A F F

HCM2kAvgQ: 0 0 0 0 0 5 1 1 0 0 18 32

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 Level Of Service Computation Report

 2000 HCM Operations Method (Future Volume Alternative)

********************************************************************************

Intersection #24 Main / Harrison

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 1.195

Loss Time (sec): 9 Average Delay (sec/veh): 73.6

Optimal Cycle: 180 Level Of Service: E

********************************************************************************

Street Name: Main Harrison

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Permitted Permitted Permitted Permitted

Rights: Include Include Include Include

Min. Green: 25 25 25 25 25 25 26 26 26 26 26 26

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 1 0 0 1 0 0 1 0 0 1 0 0 1! 0 0 0 1 1 1 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 239 316 22 5 242 205 12 44 28 7 846 41

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 239 316 22 5 242 205 12 44 28 7 846 41

Added Vol: 0 1 0 0 0 0 0 0 0 0 0 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 239 317 22 5 242 205 12 44 28 7 846 41

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 244 323 22 5 247 209 12 45 29 7 863 42

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 244 323 22 5 247 209 12 45 29 7 863 42

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 244 323 22 5 247 209 12 45 29 7 863 42

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 0.25 0.87 0.87 0.88 0.88 0.31 0.75 0.75 0.75 0.73 0.31 0.73

Lanes: 1.00 0.94 0.06 0.02 0.98 1.00 0.14 0.53 0.33 0.01 2.93 0.06

Final Sat.: 475 1551 108 34 1632 598 204 747 475 14 1719 83

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.51 0.21 0.21 0.15 0.15 0.35 0.06 0.06 0.06 0.50 0.50 0.50

Crit Moves:   ** **

Green/Cycle: 0.42 0.42 0.42 0.42 0.42 0.42 0.43 0.43 0.43 0.43 0.43 0.43

Volume/Cap: 1.23 0.50 0.50 0.36 0.36 0.84 0.14 0.14 0.14 1.16 1.16 1.16

Uniform Del: 17.5 12.9 12.9 12.0 12.0 15.7 10.2 10.2 10.2 17.0 17.0 17.0

IncremntDel:140.3 2.6 2.6 1.5 1.5 27.3 0.5 0.5 0.5 85.6 85.6 85.6

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Delay/Veh: 157.8 15.5 15.5 13.5 13.5 43.0 10.7 10.7 10.7 102.6 103 102.6

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 157.8 15.5 15.5 13.5 13.5 43.0 10.7 10.7 10.7 102.6 103 102.6

LOS by Move: F B B B B D B B B F F F

HCM2kAvgQ: 13 5 5 3 3 3 1 1 1 26 11 26

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 Level Of Service Computation Report

 2000 HCM Operations Method (Future Volume Alternative)

********************************************************************************

Intersection #25 Spear / Harrison

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 1.203

Loss Time (sec): 10 Average Delay (sec/veh): 100.6

Optimal Cycle: 180 Level Of Service: F

********************************************************************************

Street Name: Spear Harrison

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Permitted Permitted Permitted Permitted

Rights: Include Include Include Include

Min. Green: 21 0 21 21 21 21 0 29 29 29 29 0

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 0 0 1! 0 0 0 1 0 0 1 0 0 0 1 0 0 1 0 1 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 46 190 143 70 20 542 0 85 65 27 372 27

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 46 190 143 70 20 542 0 85 65 27 372 27

Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 46 190 143 70 20 542 0 85 65 27 372 27

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 47 194 146 71 20 553 0 87 66 28 380 28

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 47 194 146 71 20 553 0 87 66 28 380 28

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 47 194 146 71 20 553 0 87 66 28 380 28

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 0.80 0.80 0.80 0.53 0.53 0.60 1.00 0.83 0.83 0.23 0.21 0.78

Lanes: 0.12 0.50 0.38 0.78 0.22 1.00 0.00 0.57 0.43 0.12 1.84 0.04

Final Sat.: 184 761 573 787 225 1140 0 895 684 53 733 53

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.25 0.25 0.25 0.09 0.09 0.49 0.00 0.10 0.10 0.52 0.52 0.52

Crit Moves:   ** **

Green/Cycle: 0.35 0.35 0.35 0.35 0.35 0.35 0.00 0.48 0.48 0.48 0.48 0.48

Volume/Cap: 0.73 0.73 0.73 0.26 0.26 1.39 0.00 0.20 0.20 1.07 1.07 1.07

Uniform Del: 17.0 17.0 17.0 13.9 13.9 19.5 0.0 8.9 8.9 15.5 15.5 15.5

IncremntDel: 8.5 8.5 8.5 1.8 1.8 188.9 0.0 0.6 0.6 64.8 64.8 64.8

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00

Delay/Veh: 25.5 25.5 25.5 15.7 15.7 208.4 0.0 9.5 9.5 80.3 80.3 80.3

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 25.5 25.5 25.5 15.7 15.7 208.4 0.0 9.5 9.5 80.3 80.3 80.3

LOS by Move: C C C B B F A A A F F F

HCM2kAvgQ: 8 8 8 1 1 29 0 2 2 8 7 26

 Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to DMJM HARRIS, OAKLAND, CA

2030 Project w/ Trans Imp PFri Apr 2, 2010 12:47:02 Page 56-1

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--------------------------------------------------------------------------------

 Level Of Service Computation Report

 2000 HCM Operations Method (Future Volume Alternative)

********************************************************************************

Intersection #26 Second / Bryant

********************************************************************************

Cycle (sec): 60 Critical Vol./Cap.(X): 1.229

Loss Time (sec): 7 Average Delay (sec/veh): 77.9

Optimal Cycle: 180 Level Of Service: E

********************************************************************************

Street Name: Second Bryant

Approach: North Bound South Bound East Bound West Bound

Movement: L - T - R L - T - R L - T - R L - T - R

------------|---------------||---------------||---------------||---------------|

Control: Permitted Permitted Split Phase Split Phase

Rights: Include Include Include Include

Min. Green: 0 26 26 26 26 0 27 27 27 0 0 0

Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0

Lanes: 0 0 1 1 1 0 1 1 0 0 2 0 2 1 0 0 0 0 0 0

------------|---------------||---------------||---------------||---------------|

Volume Module:

Base Vol: 0 651 151 9 650 0 778 787 37 0 0 0

Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Initial Bse: 0 651 151 9 650 0 778 787 37 0 0 0

Added Vol: 0 32 0 0 22 0 38 0 0 0 0 0

PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0

Initial Fut: 0 683 151 9 672 0 816 787 37 0 0 0

User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PHF Adj: 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98

PHF Volume: 0 697 154 9 686 0 833 803 38 0 0 0

Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0

Reduced Vol: 0 697 154 9 686 0 833 803 38 0 0 0

PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FinalVolume: 0 697 154 9 686 0 833 803 38 0 0 0

------------|---------------||---------------||---------------||---------------|

Saturation Flow Module:

Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900

Adjustment: 1.00 0.39 0.16 0.78 0.78 1.00 0.38 0.31 0.77 1.00 1.00 1.00

Lanes: 0.00 2.00 1.00 0.03 1.97 0.00 2.00 2.94 0.06 0.00 0.00 0.00

Final Sat.: 0 1493 299 39 2934 0 1462 1715 81 0 0 0

------------|---------------||---------------||---------------||---------------|

Capacity Analysis Module:

Vol/Sat: 0.00 0.47 0.52 0.23 0.23 0.00 0.57 0.47 0.47 0.00 0.00 0.00

Crit Moves:   ** **

Green/Cycle: 0.00 0.43 0.43 0.43 0.43 0.00 0.45 0.45 0.45 0.00 0.00 0.00

Volume/Cap: 0.00 1.08 1.19 0.54 0.54 0.00 1.27 1.04 1.04 0.00 0.00 0.00

Uniform Del: 0.0 17.0 17.0 12.6 12.6 0.0 16.5 16.5 16.5 0.0 0.0 0.0

IncremntDel: 0.0 55.0 99.5 1.6 1.6 0.0 131.5 42.6 42.6 0.0 0.0 0.0

InitQueuDel: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

Delay Adj: 0.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00

Delay/Veh: 0.0 72.0 116.5 14.2 14.2 0.0 148.0 59.1 59.1 0.0 0.0 0.0

User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

AdjDel/Veh: 0.0 72.0 116.5 14.2 14.2 0.0 148.0 59.1 59.1 0.0 0.0 0.0

LOS by Move: A E F B B A F E E A A A

HCM2kAvgQ: 0 15 9 6 6 0 22 12 24 0 0 0

 Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to DMJM HARRIS, OAKLAND, CA

Non-Motorized Mode Analysis 

Crosswalk Level of Service Calculation

Table 1A - PM 2030 No Project - Crosswalk Level of Service Calculation

Inbound (Vdi) Outbound (Vdo)

East/North West/South

Ncrosswalk 18.5 110 95 0.0 37 12

Ecrosswalk 27 111 88 0.0 38 9

Scrosswalk 18.5 92 85 0.0 48 11.5

Wcrosswalk 27 89 88 18.2 37 9.5

Ncrosswalk 20 93 77 2.7 47 11

Ecrosswalk 33 144 89 5.7 37 10

Scrosswalk 20 109 72 0.0 50 11

Wcrosswalk 33 82 86 0.0 45 9

Ncrosswalk 30 32 26 0.0 43 11.5

Ecrosswalk 27 21 37 1.6 48 9

Scrosswalk 30 30 25 1.2 38 9

Wcrosswalk 27 19 22 7.6 49 9

Ncrosswalk 19 239 255 1.8 48 13.5

Ecrosswalk 25 228 286 4.2 38.5 14

Scrosswalk 19 281 202 0.0 48 13

Wcrosswalk 25 260 398 0.0 46.5 14

Ncrosswalk 26 233 145 0.0 41 14.5

Ecrosswalk 23 256 315 0.0 44.5 14.5

Scrosswalk 21 264 242 4.6 42 16.5

Wcrosswalk 21 229 232 6.5 44.5 15

Table 1B - PM 2030 No Project - Crosswalk Level of Service Calculation

Inbound (Vdi) Outbound (Vdo)

Ncrosswalk 5867 7 6 5 15 204 29 C

Ecrosswalk 7377 7 6 4 15 202 36 C

Scrosswalk 6427 6 6 4 18 211 30 C

Wcrosswalk 710 6 6 4 15 176 4 F

Ncrosswalk 5703 6 5 4 18 199 29 C

Ecrosswalk 7994 10 6 4 15 230 35 C

Scrosswalk 7071 7 5 4 18 222 32 C

Wcrosswalk 10761 5 6 4 17 192 56 B

Ncrosswalk 11797 2 2 1 16 61 194 A

Ecrosswalk 8114 1 2 2 17 67 121 A

Scrosswalk 7959 2 2 1 14 53 151 A

Wcrosswalk 6102 1 1 1 18 48 126 A

Ncrosswalk 6924 16 17 13 20 646 11 E

Ecrosswalk 8140 15 19 14 17 578 14 E

Scrosswalk 7577 19 13 11 19 616 12 E

Wcrosswalk 11951 17 27 19 20 886 13 E

Ncrosswalk 11975 16 10 7 16 408 29 C

Ecrosswalk 10739 17 21 16 19 717 15 E

Scrosswalk 7381 18 16 12 17 580 13 E

Wcrosswalk 5874 15 15 12 18 555 11 E

1st & Howard

Fremont & Howard

Beale & Folsom

Fremont & Mission

1st & Mission

Intersection Crosswalk M LOS

Pedestrians per 15 minutes

1st & Mission

1st & Howard

Fremont & Howard

Beale & Folsom

Fremont & Mission

Intersection

TSE

NTV

Length

(Ld)

Width

(Wd) Crosswalk PedestrianGreen Time

Pedestrians per Cycle

N t T
Crosswalk Level of Service Calculation

Table 2A - PM 2030 Project - Crosswalk Level of Service Calculation

Inbound (Vdi) Outbound (Vdo)

East/North West/South

Ncrosswalk 18.5 145 111 0.0 37 12

Ecrosswalk 27 148 109 0.0 38 9

Scrosswalk 18.5 123 99 0.0 48 11.5

Wcrosswalk 27 117 106 18.2 37 9.5

Ncrosswalk 20 108 108 2.7 47 11

Ecrosswalk 33 170 107 5.7 37 10

Scrosswalk 20 124 103 0.0 50 11

Wcrosswalk 33 120 108 0.0 45 9

Ncrosswalk 30 34 28 0.0 43 11.5

Ecrosswalk 27 23 39 1.6 48 9

Scrosswalk 30 32 27 1.2 38 9

Wcrosswalk 27 22 24 7.6 49 9

Ncrosswalk 19 275 322 1.8 48 13.5

Ecrosswalk 25 266 357 4.2 38.5 14

Scrosswalk 19 324 282 0.0 48 13

Wcrosswalk 25 303 469 0.0 46.5 14

Ncrosswalk 26 280 169 0.0 41 14.5

Ecrosswalk 23 285 359 0.0 44.5 14.5

Scrosswalk 21 316 269 4.6 42 16.5

Wcrosswalk 21 257 273 6.5 44.5 15

Table 2B - PM 2030 Project - Crosswalk Level of Service Calculation

Inbound (Vdi) Outbound (Vdo)

Ncrosswalk 5867 10 7 6 15 258 23 D

Ecrosswalk 7377 10 7 5 16 267 28 C

Scrosswalk 6427 8 7 5 18 268 24 D

Wcrosswalk 710 8 7 5 15 225 3 F

Ncrosswalk 5703 7 7 6 18 259 22 D

Ecrosswalk 7994 11 7 5 15 276 29 C

Scrosswalk 7071 8 7 5 19 284 25 C

Wcrosswalk 10761 8 7 5 17 264 41 B

Ncrosswalk 11797 2 2 1 16 65 182 A

Ecrosswalk 8114 2 3 2 17 71 114 A

Scrosswalk 7959 2 2 1 14 56 142 A

Wcrosswalk 6102 1 2 1 18 53 116 A

Ncrosswalk 6924 18 21 17 20 808 9 E

Ecrosswalk 8140 18 24 17 18 727 11 E

Scrosswalk 7577 22 19 15 20 806 9 E

Wcrosswalk 11951 20 31 23 21 1073 11 E

Ncrosswalk 11975 19 11 8 16 490 24 C

Ecrosswalk 10739 19 24 18 19 825 13 E

Scrosswalk 7381 21 18 14 17 682 11 E

Wcrosswalk 5874 17 18 14 18 652 9 E

1st & Mission

Intersection Crosswalk Pedestrian

Green Time

Pedestrians per 15 minutes Width

(Wd)

1st & Howard

Fremont & Howard

Beale & Folsom

Fremont & Mission

NTV

Length

(Ld)

Fremont & Mission

1st & Mission

T M LOS

1st & Howard

Fremont & Howard

Beale & Folsom

Intersection Crosswalk TSE

Pedestrians per Cycle

N t
Crosswalk Level of Service Calculation

Definition: Calculation:

TS = available time-space (ft2

-sec) TS = LdWE((WALK+FDW)-L/2Sp

)

L = crosswalk length (ft)

WE = effective crosswalk width (ft)

WALK + FDW = effective pedestrian green time (s)

Sp = average speed of pedestrian (ft/s); 3.5 sec

G = green time for phase (s)

Nped = number of pedestrians crossing during an interval (p) Nped = Vdo(C-Gc)/C

v = pedestrian volume (p/15-min)

C = cycle length (s) t = 3.2+L/Sp+(2.7*N/WE)

t = total crossing time (s)

T = total crosswalk occupancy time (p-s) T = (Vdi + Vdo)*t

Vdi = inbound pedestrian volume (p/cycle)

Vdo = outbound pedestrian volume (p/cycle)

TSTV = time-space occupied by turning vehicles (ft2

-s) TSTV = 40*NTV*WE

NTV = number of vehicles during the green phase (veh)

WE = effective width of crosswalk (ft)

TSE

= effective time-space (ft2

-s) TS-TSTV

M = circulation area per pedestrian (ft2

/p) M = TSE/T

TS = time-space (ft2

-s)

T = total crosswalk occupancy time (p-s)

LOS space (ft2

/p)

A >60

B >40-60

C >24-40

D >15-24

E >8-15

F <8

Source: Exhibit 18-3 Average Flow LOS

Criteria for Walkways and Sidewalks, Highway

Capacity Manual 2000

Average Flow LOS Criteria for

Walkways and Sidewalks
Corner Level of Service Calculation

Definition Calculations

TS = available time-space (ft2

-sec)

Wa,b = effective width of sidewalks (ft) TS = C(WaWb- 0.215R2

)

R = radius of corner curb (ft)

C = cycle length (s)

Qtdo = total ped waiting time, major street, one cycle (p-s) Qtdo = VdoRmi

2

/2C

Vdo = number of peds waiting, major street, one cycle (p/cycle)

Rmi = the minor-street red phase (s)

Qtco = total ped waiting time, minor street, one cycle (p-s) Qtco = VcoRmj

2

/2C

Vco = number of peds waiting, minor street, one cycle (p/cycle)

Rmj = the major-street red phase (s)

TSc

= total time-space available for circulating peds (ft2

-sec) TSc

 = TS - [5(Qtdo + Qtco)]

M = circulation area per pedestrian (ft2

/p)

vtot = total number of circulation pedestrians, one cycle vtot = vci + vco + vdi + vdo + va,b

M = TSc/4vtot

LOS Space (ft2/p)

A >13

B >10-13

C >6-10

D >3-6

E >2-3

F 2

Source: Exhibit 18-7 Average Flow LOS

Criteria for Walkways and Sidewalks, Highway

Capacity Manual 2000

LOS Criteria for Pedestrian Queuing

Areas
Corner Level of Service Calculation

Table 3A - PM 2030 No Project - Corner Level of Service Calculation

Vdimajor Vdomajor Vciminor Vcominor Va,b Vdimajor Vdomajor Vciminor Vcominor Va,b Vtot

NEcorner 27 27 36 21 5.55 0.12 0.11 0.12 0.10 0.02 0.47

SEcorner 19 19 21 36 4.75 0.10 0.10 0.10 0.11 0.02 0.44

SWcorner 19 19 24 24 4.3 0.10 0.09 0.10 0.10 0.02 0.41

NWcorner 27 27 24 24 5.1 0.10 0.10 0.11 0.08 0.02 0.41

NEcorner 18 33 84 31 8.3 0.10 0.09 0.16 0.10 0.02 0.47

SEcorner 34 28 31 84 8.85 0.12 0.08 0.10 0.16 0.02 0.48

SWcorner 28 34 11 24 4.85 0.08 0.12 0.09 0.10 0.02 0.41

NWcorner 33 18 24 11 4.3 0.09 0.10 0.10 0.09 0.02 0.39

NEcorner 18 15 26 9 3.4 0.04 0.03 0.04 0.02 0.01 0.14

SEcorner 16 15 9 26 3.3 0.03 0.03 0.02 0.04 0.01 0.13

SWcorner 15 16 4 10 2.25 0.03 0.03 0.02 0.02 0.01 0.11

NWcorner 18 15 10 4 2.35 0.03 0.03 0.02 0.02 0.01 0.12

NEcorner 143 156 79 172 27.5 0.27 0.28 0.25 0.32 0.06 1.18

SEcorner 128 64 172 79 22.15 0.31 0.22 0.32 0.25 0.06 1.16

SWcorner 64 128 65 195 22.6 0.22 0.31 0.29 0.44 0.06 1.33

NWcorner 156 143 195 65 27.95 0.28 0.27 0.44 0.29 0.06 1.35

NEcorner 97 55 144 117 20.65 0.26 0.16 0.28 0.35 0.05 1.11

SEcorner 67 134 117 144 23.1 0.29 0.27 0.35 0.28 0.06 1.26

SWcorner 134 67 148 110 22.95 0.27 0.29 0.25 0.26 0.05 1.13

NWcorner 55 97 110 148 20.5 0.16 0.26 0.26 0.25 0.05 0.98

Table 3B - PM 2030 No Project - Corner Level of Service Calculation

Intersection Corner R Wa,major Wb,minor C Rmajor Rminor Qtco Qtdo TS TSc M LOS

NEcorner 15 17 15 60 30 35 65 44 12398 11854 105 A

SEcorner 15 17 17 60 30 35 58 51 14438 13892 132 A

SWcorner 15 17 17 60 30 35 58 44 14438 13930 141 A

NWcorner 15 17 15 60 30 35 62 34 12398 11918 122 A

NEcorner 15 18 15 60 27 40 68 36 13298 12775 113 A

SEcorner 15 16 17 60 27 40 64 58 13418 12807 110 A

SWcorner 15 17 15 60 27 40 97 35 12398 11738 120 A

NWcorner 15 16 14 60 27 40 83 33 10538 9958 105 A

NEcorner 15 26 23 60 34.5 26.5 10 13 32978 32861 1014 A

SEcorner 15 13 19 60 34.5 26.5 10 25 11918 11745 372 A

SWcorner 15 14 14 60 34.5 26.5 12 15 8858 8725 323 A

NWcorner 15 11 21 60 34.5 26.5 11 13 10958 10836 389 A

NEcorner 15 16 17 60 32.5 27.5 107 168 13418 12042 43 A

SEcorner 15 16 17 60 32.5 27.5 85 134 13418 12323 44 A

SWcorner 15 15 9 60 32.5 27.5 118 234 5198 3438 11 B

NWcorner 15 16 16 60 32.5 27.5 100 153 12458 11192 35 A

NEcorner 15 17 17 60 28 32 82 137 14438 13340 50 A

SEcorner 15 17 9 60 28 32 137 111 6278 5033 17 A

SWcorner 15 17 17 60 28 32 150 101 14438 13182 49 A

NWcorner 15 17 17 60 28 32 133 100 14438 13274 56 A

Fremont & Howard

Intersection Corner

Flow, p/15-min Flow, P/15 min * 1/60 = p/s

1st & Howard

Beale & Folsom

Fremont & Mission

1st & Mission

1st & Howard

Fremont & Howard

Beale & Folsom

Fremont & Mission

1st & Mission
Corner Level of Service Calculation

Table 4A - PM 2030 Project - Corner Level of Service Calculation

Vdimajor Vdomajor Vciminor Vcominor Va,b Vdimajor Vdomajor Vciminor Vcominor Va,b Vtot

NEcorner 27 27 36 21 5.55 0.16 0.12 0.16 0.12 0.03 0.60

SEcorner 19 19 21 36 4.75 0.15 0.12 0.14 0.13 0.03 0.56

SWcorner 19 19 24 24 4.3 0.14 0.11 0.13 0.12 0.02 0.52

NWcorner 27 27 24 24 5.1 0.13 0.12 0.13 0.11 0.02 0.51

NEcorner 18 33 84 31 8.3 0.12 0.12 0.19 0.12 0.03 0.57

SEcorner 34 28 31 84 8.85 0.14 0.11 0.12 0.19 0.03 0.59

SWcorner 28 34 11 24 4.85 0.11 0.14 0.13 0.12 0.03 0.53

NWcorner 33 18 24 11 4.3 0.12 0.12 0.12 0.13 0.02 0.52

NEcorner 18 15 26 9 3.4 0.04 0.03 0.04 0.02 0.01 0.14

SEcorner 16 15 9 26 3.3 0.04 0.03 0.02 0.04 0.01 0.14

SWcorner 15 16 4 10 2.25 0.03 0.04 0.02 0.03 0.01 0.12

NWcorner 18 15 10 4 2.35 0.03 0.03 0.03 0.02 0.01 0.12

NEcorner 143 156 79 172 27.5 0.31 0.36 0.30 0.40 0.07 1.42

SEcorner 128 64 172 79 22.15 0.36 0.31 0.40 0.30 0.07 1.43

SWcorner 64 128 65 195 22.6 0.31 0.36 0.34 0.52 0.08 1.61

NWcorner 156 143 195 65 27.95 0.36 0.31 0.52 0.34 0.08 1.60

NEcorner 97 55 144 117 20.65 0.31 0.19 0.32 0.40 0.06 1.27

SEcorner 67 134 117 144 23.1 0.35 0.30 0.40 0.32 0.07 1.43

SWcorner 134 67 148 110 22.95 0.30 0.35 0.29 0.30 0.06 1.30

NWcorner 55 97 110 148 20.5 0.19 0.31 0.30 0.29 0.05 1.14

Table 4B - PM 2030 Project - Corner Level of Service Calculation

Intersection Corner R Wa,major Wb,minor C Rmajor Rminor Qtco Qtdo TS TSc M LOS

NEcorner 15 17 15 60 30 35 76 55 12398 11747 82 A

SEcorner 15 17 17 60 30 35 73 58 14438 13783 103 A

SWcorner 15 17 17 60 30 35 67 53 14438 13836 111 A

NWcorner 15 17 15 60 30 35 74 49 12398 11781 95 A

NEcorner 15 18 15 60 27 40 96 43 13298 12602 91 A

SEcorner 15 16 17 60 27 40 91 69 13418 12617 90 A

SWcorner 15 17 15 60 27 40 110 44 12398 11630 92 A

NWcorner 15 16 14 60 27 40 96 48 10538 9816 79 A

NEcorner 15 26 23 60 34.5 26.5 11 14 32978 32852 956 A

SEcorner 15 13 19 60 34.5 26.5 10 26 11918 11735 351 A

SWcorner 15 14 14 60 34.5 26.5 12 16 8858 8718 301 A

NWcorner 15 11 21 60 34.5 26.5 12 14 10958 10826 362 A

NEcorner 15 16 17 60 32.5 27.5 135 209 13418 11694 34 A

SEcorner 15 16 17 60 32.5 27.5 118 156 13418 12047 35 A

SWcorner 15 15 9 60 32.5 27.5 136 275 5198 3141 8 C

NWcorner 15 16 16 60 32.5 27.5 115 178 12458 10990 29 A

NEcorner 15 17 17 60 28 32 96 156 14438 13176 43 A

SEcorner 15 17 9 60 28 32 153 124 6278 4891 14 A

SWcorner 15 17 17 60 28 32 180 119 14438 12942 41 A

NWcorner 15 17 17 60 28 32 159 112 14438 13082 48 A

Flow, P/15 min * 1/60 = p/s

Intersection Corner

Flow, p/15-min

Fremont & Howard

Beale & Folsom

Fremont & Mission

1st & Mission

1st & Howard

Fremont & Howard

Beale & Folsom

Fremont & Mission

1st & Mission

1st & Howard